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RG 142 - Tennessee Valley Authority, Project Histories and Reports


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Project Histories and Reports, 1997-1974

Engineering, Design, and Construction DivisionNational Archives Identifier 890185

 

This series consists of project histories and periodic reports documenting the planning, design, and construction of Tennessee Valley Authority (TVA) projects. Photographs, drawings, charts, and maps are filed among the reports. Project histories and reports present detailed and comprehensive accounts of TVA's progress in designing and constructing large engineering projects, such as dams and power-generating plants. Records in this series reference the following TVA projects: Wilson Dam, Norris Dam, Wheeler Dam, Pickwick Landing, Hiwassee Dam, Guntersville Dam, Chickamauga Dam, Gilbertsville Dam, Watts Bar Dam, Fort Loudon Dam, Hales Bar Dam, Cherokee Dam, Appalachia Dam, Chatuge Dam, Nottely Dam, Ocoee Dam, Fontana Dam, South Holston Dam, Watauga Dam, Douglas Dam, Wilbur Dam, Johnsonville Steam Plant, Boone Dam, Fort Patrick Henry Dam, Widows Creek Steam Plant, Godwin Phosphate Plant, Kingston Steam Plant, Shawnee Steam Plant, Colbert Steam Plant, Memphis Area Steam Plant, Jon Sevier Steam Plant, Gallatin Steam Plant, Chilhowee Dam, Colbert Steam Plant, Melton Hill Dam, Steam Plant G, Shannon Creek Project, Knoxville Area Steam Plant, Paradise Steam Plant, Bull Rum Steam Plant, Beech River Project, Raccoon Mountain Pumped Storage Project, Nickajack Dam, Decatur Area Steam Plant, Lost Creek Dam, Piney Creek Dam, Browns Creek Dam, Tellico Dam, Dry Creek Dam, Big Creek Dam, Tims Ford Dam, Can Creek Development Project, Clear Creek Project or Bristol Flood Protection Project, Land Between the Lakes Projects, Bear Creek Dam, Oostenaula Creek Dam, U.S. Public Health Service - TVA Composting Plant, Browns Ferry Nuclear Plant, Columbia - Upper Duck River Project, Sugar Creek Dam, Sevierville Flood Protection Project, Yellow Creek Nuclear Plant, Coeburn Flood Control Project, Oliver Springs Redevelopment Project, Cumberland Steam Plant, Sequoyah Nuclear Plant, Buffalo Scenic Spillway, Little Bear Creek Dam, Mills River Dam, Harriman - Rockwood Industrial Corridor, Thomas H. Allen Steam Plant, Shelby Substation and Transmission Line, Johnson City Composting Plant, Bellefonte Nuclear Plant, Briceville Flood Relief Project, Hartsville Nuclear Plant, Clinch River Breeder Reactor Plant, Camp Breckenridge, Timberlake New Community, and Phipps Bend Nuclear Plant. This series documents the technical development and growth of electrical power in the Tennessee River Valley Region.

 

Box 1

0 – 12  Engineering Data Division   1935

0 – 13 Progress Reports – Geology  1935 

0 – 15  Progress Reports  - Engineering Services Division  1934

0 – 18  Highway & Railroad Division Progress Reports  1934 – 1935

0 – 21  Construction Plant Division Monthly Progress Report  1934

0 – 22  Progress Reports Construction & Maintenance Division  1935

0 – 23  Reservoir Clearance Division Monthly Progress Reports  1934 – 1935

0 – 25 Annual Reports  June 30, 1934   -   1934

 

Box 2 

0 – 25 Annual Reports  1935   -    1938

 

Box 3             

0 – 25 Annual Reports  1939   -     1942

 

Box 4             

0 – 25 Annual Reports  1943   -     1949  

 

Box 5             

0 – 25 Annual Reports  1950   -     1956

 

Box 6             

0 – 25 Annual Reports  1957   -      1962

 

Box 7             

0 – 25 Annual Reports  1963   -      1968

 

Box 8 

0 – 25 Annual Reports  1969   -       1976 part 

 

Box 9 

0 – 25 Annual Reports  1976 cont. –  1982

 

Box 10           

0-25     Annual Reports  1983 –  1986

0-26-1  Chattanooga Office Progress Reports by Duncan Charlton

0-26-2  Progress Report Field Investigation Section

 

Box 11           

0-26-3  Progress Reports Navigation & General Studies

0-26-4  Progress Reports Hydrography & Silt Investigation

0-26-5  Progress Report  General Engineering & Geology Division

0-26-6  Progress Reports – Flood Control

0-26-7  Compilation, Research & Forecasting Unit Progress Report

0-26-8  Water Resources Inventory- CWA March 1934

0-26-9  Mapping and Aerial Photography  Jan. 1935

0-26-10 Progress Reports – Study of French Broad River

0-26-11 Progress Reports – Engineering Planning Section

0-27     Control of Property & Development Adjacent to TVA Construction Centers

0-28     Investment Control Construction Plant Division

0-31     Justification of Increases in 1938 Budget Estimates- Construction Plant Division

0-32     Cofferdam Unwatering

0-33     Index To Construction Plant Bulletins

0-34     Construction Plant Bulletins  Vol. 1

0-34     Construction Plant Bulletins  Vol. 2  part

 

Box 12           

0-34     Construction Plant Bulletins  Vol. 2  cont.

0-34     Construction Plant Bulletins  Vol. 3

0-34     Construction Plant Bulletins  Vol. 4     (no Vol. 5 found)

0-34     Construction Plant Bulletins  Vol. 6

 

Box 13           

0-36     Suggestions For Possible Improvements in Engineering & Construction

0-37     Conveyor Installation

0-39     Vibrator Screen Designs & Application to Concrete Aggregate Preparation Plants

0-40     Modern Trend In Construction Equipment

0-42     Gasoline Locomotive Selection

0-44     Force Account

0-46     Material Concerning the Construction Equipment Policy

0-48     Engineering & Construction Department Construction Equipment Policy

0-50     Construction Plant Operations

0-58     Recent Improvements in Construction Layouts

0-59     Project Placement Chart of Major Construction Equipment

0-61     Field Methods For Pressure Grouting Foundation of Boulder Dam

0-64     Aggregate Reclaiming Tunnel Detailed Cost Analysis

0-67     Construction Plant Bulletins – Mailing List Distribution

0-68     Comparison of Unit Construction Cost

0-70     Equipment Record Samples

0-75     Equipment Policies

0-78     Construction Plant Operations

0-81     Form Work Costs

0-87     Equipment & Plant Depreciation

0-88     Effect of Land Grant Railroad Freight Differential

0-89     Training Financial Statement

0-91     Cost Memo To Federal Power Commission

0-93     Allocation of Costs In Multiple-Use Projects

0-94     Navigation and Flood Control Program

0-95     Construction Costs on TVA Projects

0-96     Study of Design Costs

0-97     Estimating Data Requested by Mr. G. Gale Dixon

0-98     Uniform Methods of Distributing Costs of Job Service Systems

0-99     Meeting of  TVA Engineers at Pickwick Landing Dam  Sept. 24-25, 1937

0-100   TVA Office Building

0-101   Truckable Unit House

0-102   Water Supply – Wheeler & Pickwick Dams

0-103   Camp Management Functions

0-104   Program of Procedure in Construction Community Design

0-105   Camp Water Supply and Sewerage Facilities

0-106   Dwelling Rentals on TVA Properties

0-107   Flood Protection for the City of Chattanooga, TN

0-109   Effect of Storage At Chickamauga

0-110   Effect of Storage at Norris, Fontana, & Fowler Bend

 

Box 14           

0-111   Millions For Flood Control Hundreds For Flood Prevention

0-112   Petition of Hamilton County Regional Planning Commission To TVA

0-113   Budget Circular no. 338 on Flood Control Studies

0-114   Certain Flood Problems In The Tennessee Valley - Report

0-115   Flood Storage Dams Above Paducah

0-116   #1 Flood control by authority dams  by Sherman M. Woodward  July 1936

0-117   Report of Flood Control Consultants

0-118   Holston River Power Company Projects

0-121   Chattanooga Flood Control   by E. L. Chandler   Oct. 1936

0-122   Chattanooga Flood Control  Survey

0-123   Dr. A. E. Morgan’s Talk Before Chattanooga Flood Protection District  Comm.

0-125   Relations of Tennessee Flood Control To Mississippi River Flood Control

0-127   TVA Flood Relief Operations  1937

0-128   Effect of August 1936 Florence Discharges on Mississippi River Low Flows

0-129   Chattanooga Flood Control Survey – notes

0-130   Photographs of the 1937 Flood                            {SOME SMALL IMAGES }

0-131   TVA Water Control Operations  January 1937 Flood

0-132   Letter to A. F. Blaess on Flood Control

0-133   Value of Flood Height Reduction to the Alluvial Valley – Lower Miss. River

0-134-1 Report # 0-134-1  Information For Consultants  Feb 3, 1941

0-134-2 Report # 0-134-2   Information For Consultants March 14, 1941

0-134-3 Report # 0-134 –3  Information For Consultants March 14, 1941  part

 

Box 15

0-134-3 Report # 0-134-3   Information For Consultants July 38, 1941    cont.

0-134-4 Report # 0-134-4   Information For Consultants Sept. 15, 1941

0-134-5 Report # 0-134-5   Information For Consultants Jan. 5,1942

0-134-6 Report # 0-134-6   Information For Consultants Feb. 24,1942

0-134-7 Report # 0-134-7   Information For Consultants June 15,1942

0-134-7A Report To Consultants Status of Upper Holston Projects

0-134-8 Report # 0-134-8   Information For Consultants  Oct. 5, 1943

0-134-9 Report # 0-134-9   Information For Consultants   May 28, 1943

0-134-10 Report # 0-134-10   Information For Consultants   July 19, 1942

0-134-11 Report # 0-134-11   Information For Consultants   Sept. 14, 1943

0-134-12 Report # 0-134-12   Information For Consultants   Dec. 7, 1943

0-134-13 Report # 0-134-13   Information For Consultants   July 11, 1944

0-134-14 Report # 0-134-14   Information For Consultants   October 2, 1944

0-134-15 Report # 0-134-15   Information For Consultants   May 26, 1947

 

Box 16

0-134-16 Report # 0-134-16   Information For Consultants   May 26-28 1947

0-134-17 Report # 0-134-17   Information For Consultants   April 25-26, 1949

0-134-18 Report # 0-134-18   Information For Consultants   July 24-26, 1950

0-134-19 Report # 0-134-19   Information For Consultants   August 11-12, 1952

0-134-20 Report # 0-134-20   Information For Consultants   July 22-23, 1954

0-135   Water Level Fluctuation for Mosquito Control  1938 Season

0-136 R  Manual For Soil erosion Control  Engineering Phase  Oct. 13, 1939

0-137   Forester’s Daily Tasks and Varied

0-138   On The Diseases of Plants, Animals & Government Employees

0-140   Plans With Life Preserve

0-141   Fish Ladders in Dams

0-142   Forestry Division Work in The Valley   July 1936

0-143   Third World Power Conference & Second Congress on Large Dams  Sept. 1936

0-144   Leisure Time In An Industrial Democracy

0-145   Report # 3  Permanent Management of TVA Lands & Waters   March 18, 1937

 

Box 17

0-146   Forest Influence Investigations At The Appalachian Forest Experiment Station

0-147   Passenger-Carrying Boat Service  Norris Lake Forest

0-148   Undeveloped Mineral Resources

0-149   Future Mineral Development in TVA Area   Dec. 1, 1933

0-150   Engineering Geology and Mineral Resources of the TVA Region  June 1934

0-152   Relation of Mineral Resources To TVA Success on Failure  Sept. 1934

0-154   State Geologic Work

0-155   Manganese & Chromite  Nov. 24, 1934

0-156   Mineral Investigations Projected and In Progress  Jan 31, 1935

0-157   General & Economic Geology- Tombigee Canal Route-TN. River Section  Part 1

0-158   General & Economic Geology - Tombigee Canal Route-TN. River Section Part 2

0-159   Certain Desirable Mineral Investigations

0-160   Geologic Work At Dam sites  Sept. 11, 1955

0-161   Geologic Work of  TVA  1933-1935

0-162   Geophysical Methods of Investigating Dam Sites

0-163   Clay Grouting Discussion With Mr. Olds

0-164   Reconnaissance Study of The Dayton TN Coal Field  April, 1936

0-165   Hydraulics

0-166   Third World Power Conference & Second Congress on Large Dams- Resistivity Measurements for Dam Foundation Exploration  Sept 1936

0-167   Earthquakes in the Vicinity of the TN Valley  Oct 1936

0-168   Clay Resources of the TVA Region   Oct 1936

0-170   Inspection Trip to Parkers Landing, Pickwick Shannon & Aurora Dam Sites

0-172   Vermiculite & Bentonite of TVA  Region

0-174   Investigation of National Defense Resources

0-176   Grouting  A Bibliography

0-177   Earthquake Hazard To Dams in TVA Area

0-179   Geologic Field Investigations

0-180   Comparison of Proposed Developments in TN Valley  June 12, 1934

0-181   Tennessee River Basin Report

0-182   Consultants Report - Apalachia, Boone, Chatuge, Cherokee, Chickamauga, Douglas, Fontana, Fort Patrick Henry   Vol. 1   0

 

Box 18

0-182   Consultants’ Report  Ft. Loudoun, Fulton, General, Great Falls, Guntersville, Hales Bar, Hiwassee     Vol. 2  

0-182   Consultants’ Report Johnsonville, Kentucky, S.F. Nichols & Co.,  Norris, Nottely, Ocoee #3   Vol. 3

0-182   Consultants’ Report Pickwick, Shawnee, S. Holston, Dr. M. D. Thomas, Upper French Broad,  Watauga, Watts Bar, Watts Bar Steam, Wheeler, Wilson  Vol. 4

0-183   Notes & Minutes of Miscellaneous Conferences & Meetings

0-184   Review of Problems In Design of Chickamauga, Guntersville, Pickwick & Hiwassee  Aug. 1936

 

Box 19

0-185   Job Experience Suggestions for Better Engineering on TVA Projects

0-186   Minutes  Engineering Staff Meetings

0-187   Radio Networks in the Tennessee Valley

0-188   Possible Dam Sites Below Conservation Reservoirs – Holston River

0-189   Malaria

0-191   Infantile Paralysis

0-192   TVA Health And Medical Activities in the Valley  July 1936

0-193   Compilation of Stream Sanitation Reports

0-194   Health & Medical Services Allotment Release 1168

0-195   Fluctuations Experiment, Hattis Station & Water Level Fluctuation For Mosquito Control

0-197   Review of Report on Decatur Sewerage System

0-198   Notes on Conference Between TVA & Tennessee State Highway Officials

0-199   Notes on Conference Between State Highway Department, TVA, & U.S. Bureau Of Roads

0-200   Types of Bridges Norris & Wheeler Reservoirs    July  1935

0-201   Construction Equipment on Highway Projects

0-203   Proposed Construction Projects in Virginia & North Carolina

0-204   Great Valley Freeway

0-205   An Express Highway for The Great Valley

0-207   Transportation Study   April 10, 1935

0-208   Calcium Chloride Stabilized Roads in Indiana & Michigan  July 1936

0-209   Uplift  Pressure in Gravity  Dams

0-211   Design of New Dams By The TVA

0-213   Floating Type Bulkhead Gate

0-214   Investigation of The Literature on Draft Tubes for Hydraulic Turbines  Oct 1934 

0-215   Hydraulic Laboratory    March 1935

0-216   Hydraulic Laboratory

0-217   Seismic Investigations of Hansen Dam & Site  Tujunga Wash Improvements

0-218   Steel Dams

0-219   Pool Levels of Guntersville & Chickamauga Projects

0-220   Water Waves Formed By Wind on reservoir

0-221   List of Drawings, Data Reports and Memoranda

0-223   Distorted Versus Undistorted Models for Hydraulic Research  Sept 1936

0-224   Operation of Norris Drum Gates & Wheeler Tainter Gates  April 1936

0-225   Design Specifications Hiwassee & Pickwick Landing Dams

0-226   Computations of Draft Tube Efficiencies

0-227   Dynamical Design of Aseismic Structures

0-228   Fundamental Principles of Soil Compaction

0-229   Flow Data at Dams

0-232   Study of Turbines For Chickamauga And Guntersville   March 1937

 

Box 20

0-233   Comment in Regard To Changes in The Turbine Specifications – Wheeler & Norris Turbines   

0-235   Alternative Arrangements – Spillway Gates & Accessories

0-236   The Experimental Analysis of Dams

0-237   Deformation Measurements on a Gravity Dam 60 Meters High

0-239   Class 61   Hydraulic & Earth Engineering

0-241   Bagnell Dam Spillway Gate Operation

0-234-300A    Snow & Ice Storms of 1959-1960 in TN river Basin

0-245   Rainfall in The Clinch River Basin  July 1934 – Oct. 1934

0-246   Clinch-Holston Basin Area Investigations  Monthly Report   1934

0-246   Clinch-Holston Basin Area Investigations  Monthly Report   1935

0-246   Clinch-Holston Basin Area Investigations  Monthly Report   1936

0-246   Clinch-Holston Basin Area Investigations  Monthly Report   1937


Box 21

0-247   French Broad Basin Area Investigations  Monthly Report

0-248   Hiwassee-Little Tennessee Basin Area Investigations  Monthly Report

0-249   Lower Tennessee Basin Area Investigations  Monthly Report  part

 

Box 22

0-249   Lower Tennessee Basin Area Investigations Monthly Report  cont.

0-250   Middle Tennessee Basin Area Investigations  Monthly Report

0-254   Storm Movement & Rainfall

0-255   Maximum Flood Flow Prediction  Oct 1933

0-259   Instructions To River Gage Observers

0-260   Instructions for Rain Gage Observers

0-261   Flood Information, Tennessee River & Tributaries

0-262   U. S. Weather Bureau Work in The TN Valley Region

0-263   Test of David White Company Meter No 822  July 1934

0-264   Lake Andrews Silt Study Survey  Nov. 1934

0-265   Silt Investigation- Andrews Reservoir

0-266   How May One Define & Study Local Climates?  By Charles F. Brooks

0-267   Ground Water Surveys

0-269   Flood Readings on the Big Sandy River

0-270   Drainage Area At Principal Points

0-271   Flood History on The Holston River System  Dec. 30, 1935

0-272   Variation of Water Temperature in Deep Reservoirs  March 1936

0-273   Abstract of Report on Deficiencies in Basic Hydrologic Data

0-275   Snowfall Observations

0-277   Report on Prediction of Tennessee River Flow- Summer  1936

0-279   Present Program of Silt Investigations

0-280   Dendrochronology  Aug 1934- Jan 1935

0-282   Silt Sampling of TN River at Johnsonville TN

0-283   Transportation of Bed Load

0-284   Storm Rainfall in the Ohio River Valley, 1937

0-285   Bibliography on Erosion, Transportation & Deposition of Silt

0-286   Investigation of Silt Concentration & Particle Size in the Lower Tennessee

0-287   Wind Velocities & Direction at Various Projects

 

Box 23

0-288   Peerless Chemical Company   July 1929

0-289   The Future of Industry in the TN Valley Region

0-290   Birmingham Rotary Club – by Lilienthal  on Industrial Development Program

0-291   The Hamilton Method of Continuous Coal Mining

0-292   Peanut-Hull Cellulose

0-293   End of Private Utilities Feared in TVA Area

0-294   Is TVA Really Hurting Private Utilities ?  by D. Lilienthal

0-295   The Utilities and the TVA Situation

0-296   Utility Corporations  Volume No. 71-A

0-297   Index of TN River & Tributaries, NC. TN, AL, & KY.  House Doc 328  12/1933

0-298   Utility Corporation- Vol. No  71-A

0-299   A Case in Unified Planning

0-301   The Planned Utilization of Water Resources

0-302   Problems in Construction of TVA Dams

0-303   A National Program in the Tennessee Valley  by Dr. Harcourt Morgan

0-304   The TVA Construction Program  Dec. 1934

0-305   The TVA Program before the Ohio Valley Improvement Association  Dec 1934

0-306   Confidential Advance of Talk by Arthur E. Morgan – Rotary Club of Columbus Ohio  May 1935

0-309   Water Control Program for TVA

0-311   TVA  Lecture Series

0-312   Summary Review of The TN Valley Program 

0-314   Atlas Finding List of Towns & Counties

0-315   Facts About TVA Dams

0-315-2  Facts About TVA Multiple Purpose Dams

0-316   The Development of the Tennessee Valley   

0-317   Unified Development

0-318   Advance Text of Talk Before Cleveland Advertising Club

0-319   Some Observations on THE TVA

0-321   Planning of Federal Construction & Repairs

0-322   Objects of The Authority  July  1936

0-323   Summary Review for The Authority’s Accomplishments

0-324   Comments on TVA Programs  July 1936

0-325   Address Before TVA Employees by Arthur Morgan  July 1936

0-326   Gathering Engineering Data in The Tennessee Valley

0-327   Wave of Interest in Dam Construction After War Repeated in TVA Development

0-328   Engineering Data on Navigation, Flood Control & Power Projects 

0-331   Study Tours of The Tennessee Valley

0-332   Inspection Trip  Oct 16-17, 1936

0-333   Talk – Public Ownership League, Springfield IL 

0-334   A Statement of Facts Concerning The Knoxville Situation

0-335   Original River Areas To Normal Pool Level

0-337   Booklet Prepared For U.S. B.R. Visitors

 

Box 24

0-338-5  Preparation of Engineering Reports for TVA

0-340   Tennessee River & Tributaries

0- 341  Bureau of Agricultural Engineering – Drainage & Irrigation Publications

0-342   Inscriptions For Norris & Wheeler Dams

0-343   Horace Mann & The American Ideal of Education

0-345   Progress Items    1976

0-345   Progress Items    1975

0-345   Progress Items    1974

0-345   Progress Items    1973

0-345   Progress Items   1971 - 1972 

0-345   Progress Items    1966 - 1970

0-345   Progress Items   1959 - 1965

0-345   Progress Items   1952-1958   part

 

Box 25

0-345   Progress Items   1952-1958   cont.

0-345   Progress Items   1945 – 1951

0-345   Progress Items  1937 - 1944                          

0-348   Travel Information for Engineering & Const. Dept.

0-349   Letters To Atlantic Monthly Magazine

0-350   Role of Federal Gov’t in The Conservation & Utilization of Water Resources

0-351   Nutrition & Soil Conservation

0-352   Eng. & Const. Features of the Tennessee River Valley System

0-353   Instructions for Preparing Final Project Reports

0-354   Navigation on The Tennessee River

0-355   The Closed Shop on Public Works by Arthur Morgan

0-356   The Office Manual

0-357   Report For National Resources Committee

0-358 A The Story of Hoover Dam

0-358 B The Story of Hoover Dam

0-358 C The Story of Hoover Dam

0-358 D The Story of Boulder Dam

0-358 E The Story of Boulder Dam

 

Box  26

0-363   Bauxite

0-364   Classifications of Land in High Dam & Low Dam Pools – TN River

0-365   Taking Lie Procedures

0-366   Instruction To Land Buyers & Abstractors – Transmission Lines

0-367   Instruction To Title Closers

0-368   Appraisal Section Manual

0-369   Land Acquisition General Policies & Organization

0-370   Severance Lines

0-371   Land Acquisition Methods for Large Reservoir Sites

0-372   Policy & Procedure for Fixing  The Extent of Reservoir Lands

0-373   Land Acquisition Data

0-374   Land Area Above Normal Pool Elevation

0-375   Utilities in Rural & Urban Communities

0-376   Major Rural Land Use Problems in  Tennessee

0-377   Division of The State of TN into Sub-Regions

0-378   Non-Urban Outdoor Recreation

0-379   Agricultural Land Use

0-380   The Land Planning Program, 1935 - 1936

0-381   What is a Region in Planning

0-382   Geography  & Regional Planning

0-383   Land Planning Procedures

0-384   A Systematic Approach To A Land Plan For The Upper Tennessee Valley

0-385   Rural Land Classification Program

0-386   Statement & Memorandum of Understanding – USDA, TVA, & Colleges

0-387   Organization of Land Planning in U. S.

0-388   The Unit Area Method of Land Classification

0-389   The TVA & Cities 

0-390   The Three Major Physical Divisions of the Upper Tennessee Basin

0-391   Factual Information in The Ashwander Case

0-392   National Recovery Administration Cement Industry

0-394   Liability of Political Subdivisions For The Flooding of Highways

 

Box 27

0-395   Data on  The Ashwander Case

0-396   Southern Photo & Blue Print Co, Contract

0-397   Blue Printing & Photostat Copy Work – Contract TV-1274

0-398   Proposed Contract With  M. M. Campbell

0-399   Index to Intra-Office Opinions

0-401   Principles Necessary in Constitutional Act on Flood Protection

0-402   Work of The TVA Lawyers 

0-403   Index To The Opinion of The General Solicitor

0-404   Tennessee Electric Power Co, et al  vs.  TVA  - Answer of TVA,, et al

0-405   Search For U. S. Patents Re Dam Construction & Patents in Class 61

0-406   Brief Manual

0-407   Present Legal Relationship Between The Authority & The General Acc. Office

 

Box 28

0-408   Agreement Between Aluminum Company of America & TVA

0-409   Aerial Photograph Specifications

0-410   U.S. G. S. Expenditure & Cost

0-411   U.S. C & G. S. Geodetic Letter No. 10

0-412   Mapping of Tennessee River Basin

0-413   Mapping Conference

0-414   List of Aerial Photographers 

0-415   Instructions & Procedures for Third-Order Leveling

0-416   Single Lens Aerial Photographers of Cities

0-418   A Precise Photographic Scale-Checking Program

0-419   Talk Made by Ned Sayford – at American Society of Civil Engineers

0-420   Instructions for Cemetery Survey

0-421   Instructions for Property Acquisition Survey by Aerial Photograph Method  1935

0-421 R Instructions for Property Acquisition Survey by Aerial Photograph Method  1936

0-422   Suggested Symbols for Plans, Maps & Charts

0-423   Instructions & Specifications for Contour Marking Surveys 

0-424   Recent Applications of Photography to Mapping

0-425   Drawing Standards

0-426   Topographic Mapping

0-427   Aerial Surveys in The TVA Program

0-428   Photographic Costs, Procedure & Organization

0-429   Mapping Instructions At Wright Field

0-430   A Study- Relative Humidity

0-431   Southern Photo & Blue Print Co.’s Contract With TVA

0-432   County Mapping Development & Analysis of Costs

0-433   Consulting & Supervisory Services – Agricultural Adjustment Admin.

0-434   Maps & Aerial Photographs By TVA

0-436   Collimation Equipment

0-437   Fairchild Aerial Surveys

0-438   Value of Maps in Engineering Work

0-439   Adjustment of Datum-Wilson & Wheeler

0-440   Aerial Photographs in Cadastral Surveys

0-441   Contract for Aerial Photography In The Tennessee River Basin

0-442   Survey of The Tennessee River   1937

0-445   Applied Photogrammetry

0-446   Atlas of The Tennessee Valley Region

 

Box 29

0-447   Test Survey on Stereoscopic Plotting Machine Topography

0-448   Sampling & Testing Cement

0-450   Cement Plant At Sheffield

0-452   Heat-of-Solution Method – Calorimetry- Portland Cement

0-453   General Engineering & Geology Division  Data on Liquid Oxygen Explosives

0-456   Experimental Electric Furnace tests of Bauxite Cement

0-457   McKiernan-Terry Corp – Lambert National  Division

0-458   Steel Pricing Problem

0-460   Instructions to TVA Inspectors at Aggregate Plants

0-461   Increases in Freight Rates on Cement

0-462   The Present Status of Type B Cement

0-463   Instruction to TVA Inspectors at Cement Plants

0-464   Activities of Inspection & Laboratory Sections

0-468-1 Application of Lab. Consolidation Tests To Settlement of Earth Foundations 

0-468-2 Shear Tests of Earth as Applied To Stability of Foundations & Embankments

0-470   Use of Magnolia Cement For Grouting

0-471   Test With Louisville Natural & Louisville Speed Cements

0-472   Report on International Conference on Soil Mechanics & Foundation  Engineering

0-474   Mineralogic Variation of Gravel Concrete Aggregate Along TN River

0-475   Condition & Composition of Aggregate From Widows – Hales Bar

0-476   Effect of Delivery Costs on Quoted Prices

0-477-1 Durability Tests of Concrete Aggregates  Progress Report #1

 

Box 30

0-477-2 Durability Tests of Concrete Aggregates  Progress Report #2

0-477-3 Durability Tests of Concrete Aggregates  Progress Report # 3

0-447-3A1 Appendix  A  Vol. 1  Durability Tests of Concrete Aggregates 

0-447-3A2 Appendix  A  Vol. 2  Durability Tests of Concrete Aggregates 

0-478   Use of High Alumina Cement

0-479   Suitability of Chickamauga Limestone For Concrete

0-480   Propane Gas

0-483   Progress Report on Reinforced Concrete Studies

0-484   Correlation Program of Concrete Durability Test  50 cycle Report

0-485   Fundamental Principles of Soil Compaction

0-487   Cement & Concrete Research Data

0-488   Soil & Core Sampling And Hydrometer Method

0-489   Coal Tar Enamels

0-490   Standard Specifications For Concrete Finishes

0-491   Recent Developments in Methods of Testing Cement

0-492   Procedure in Procurements

0-493   Procedure in Procurements for E. & C Departments

0-494   Procedure For Materials Testing & Inspecting

0-495   Purchasing Policy & System of the Authority

0-496   Freezing & Thawing Tests Results of Concrete

0-497   Marquette Cement Manf. Company Plant at Cape Girardeau, Missouri 

0-498   Instructions for Use in  The Design of Steel & Concrete Structures

0-499   Instruction For Drafting Room Concrete Detailing

0-500   Reinforcing Bat Notation

0-501   In Reinforced Concrete – Effect of End Hooks

0-504   Barge Line To Serve The Tennessee Valley

0-505   Paint Rock River Examination

0-506   Navigation – Tennessee River & Tributaries


Box 31

0-507   Design of Locks by Army Engineers

0-508   The Potential Value of Navigation on the Tennessee River 

0-509   Navigation Canal – Lower TN River To Mississippi River Near Memphis

0-510   Study of Possible Navigation Improvement Middle Section, TN River

0-511   Check on The Estimate of Probable Tons of Freight for Movement – 1926

0-512   Navigation Credits Accruing to High-Dam Projects

0-513   Lecture Before Technical Study Club

0-514   General Terminal Site Memorandum

0-515   Proper Bridge Clearance – Public Hearings

0-516   Development Costs on Various Inland Waterways

0-517   Navigation Planning Program

0-518   Navigation on The Tennessee Rive

0-519   Wilson-Norris Transmission Lie Clearance

0-521   Influence of Guffey Coal Bill on River Traffic

0-522   Reported Commercial Traffic on the TN River

0-523   Possible Navigation Improvements on Little River

0-524   Economic Types of Locks  - TN River

0-525   Removal of Stumps in Pickwick & Wheeler Reservoirs

0-526   Size of Locks at Chickamauga & Guntersville

0-527   River Terminal Studies

0-528   The Navigation Program on the TN River & Relation to our National Economy

0-529   History on Navigation on the TN River

0-531   Unified Water Control Operation For Navigation Experiment Below Florence

0-532   Navigation Benefits on MS River Due To Storage Releases - TN Basin Reservoir

0-533   Derivation of Figures in Testimony   by C. T. Barker

0-534   Transmission Line Clearances, TN & Clinch Rivers

0-535   General Plans  for TVA Projects

0-536   Browns Ferry Dock

0-537   Bridge  & Wire Line  Clearances

0-538   Pending Barge Line Legislation

0-539   Public Terminal Facilities – TN River System -

0-541   Operating Instruction For Motorboats

0-542   A History of Navigation on The Tennessee River System

0-544   Development of Inland Navigation Locks – Period After The War 

0-545   Information Given National Resources Committee by Vol. C. E. Perry

0-547   NRA Construction Code # 244

0-548   Estimated Labor Personnel – Norris, Wheeler, Pickwick  1936

0-549   Employee Information Questionnaires

0-550   Report on Conference on Salary Schedules

0-551   TVA Salaries Compared With Federal Class & Private Industry

0-552   Manual of Instructions to Examiners

0-553   Personnel Classifications

0-554   Procedure For Handling Personnel Matters

0-556   Forecasts of Labor Requirements

0-557   Salary Classifications

 

Box 32

0-558   Persons Employed – By Months

0-559   Recent Resignations of Engineers

0-560   Late Afternoon of Evening Training Opportunities – Engineering Division

0-561   Late Afternoon of Evening Educational Classes for TVA Employees

0-562   Labor & TVA

0-563   Training Opportunities for Knoxville TVA Employees

0-564   Effects of TVA Contract Work

0-565   An Institute of Managers of Publicly Owned Utilities.

0-567   Advantages of three 7 ½ Hours Shifts over Four 6  - Hours Shifts in Dam  Const.

0-568   Schedule of Labor Classifications on Construction Work

0-570   Wage Scale – Reservoir Clearance Division

0-572   Complaints & Grievances

0-573   Organization Charts & Descriptions of Duties

0-574   Talk to TVA Employees

0-577   Proposed Employed Relationship Policy

0-578   Electricity Program – Annual Report  June 30, 1934

0-579   Auxiliary Steam Power Plant Studies  Aug 31, 1934

0-580   Wholesale Power Rates

0-581   Development & Utilization of Electricity – Tupelo, MS

0-582   Development & Utilization of Electricity – Athens, AL 

0-583   Operations of Alcorn County, Electric Power Association

0-584   Study of Relative Power Costs  Steam & Hydro Electric Power Systems

0-585   Distribution f Electricity Under TVA Rates in Tupelo, Athens & Alcorn County

0-586   Disposition of Consumers’ Savings Under TVA Rates

0-587   Tennessee Valley Private Power Companies Established New National Record

0-588   Figures Show TVA’S Electricity Plan Works

0-589   Information For The Federal Power Commission

0-590   Price, Cost & Use of Electricity

0-591   Electricity Rate Schedules

0-592   Proposed Agreement With Aluminum Company of America

0-593   The Community also Have Rights

0-594   Wood Poles on Norris – Wilson Line

0-595   Hydro versus Steam Power

0-596   Preliminary Report of Basic Assumptions Used in General Power Studies

0-597   Economics of electric Distribution

0-598   Supplementary Report on System Insulation Coordination

0-600   Market & TVA Power

 

Box 33

0-601   Methods of Financing Line Extensions

0-602   Governor Sensitivity & Frequency Control

0-604   Construction Power Capacity

0-605   Power Shortage & Business Recovery

0-606   Power & Culture

0-607   Selection of Units for TVA Projects

0-608   Carrier Current telephone Equipment – Factory

0-609   Power Production At Intermediate Stages of Development

0-610   The Power Issue and the TVA

0-611   Inductive Interference

0-612   Prospectus on Rural Electrification in The TN River Basin

0-613   The Tennessee Valley Authority & Electric Power

0-614   Contract Between Arkansas P & L. Company & TVA

0-615   Contract Between TVA & Alcoa

0-616   Electric Controls For Cranes

0-617   Radio Devices for Indicating Power Distribution Line Failures

0-618   Operating Study  - Fourteen Plant System

0-619   Capacity of Main River Plants During  Floods

0-620   Allowable Cost of Head Increasers at Guntersville & Chickamauga Projects

0-621   Reinforcement Design Power Station Substructure Design

0-622   Agricultural Development & Water- Shed Protection Based Upon Fertilizer

0-623   Agricultural Training of Reservoir Clearance Employees

0-624   Soil Conservation Program – H. A. Morgan

0-625   TVA & Farm Electrification

0-626   Bringing Electricity To The Farm  

0-627   Outline of Thoughts on Land Use

0-628   Equipment & Processing Developments For Agricultural Readjustment

0-629   The Farmers’ Income & TVA

0-630   Per Capita Tonnage of Freight  Commodities

0-631   A Tennessee River Reservoir Clearance Project

0-632   Statistics & Costs on Reservoir Clearance Projects

0-634   Accident Experience

0-635   Fire Prevention Service

0-637   8– Ton Skid Derrick No. 2

0-638   Definition of Standard Industrial Injury Reporting System

0-640   Variation in Cost of Dam Construction Due to Changes in Length of Const. Period

0-641   Proposed Continuous Schedule of Dam Construction

0-642   Norris & Wheeler Construction Schedule  Sept. 12, 1935

0-643   Construction Schedules – Norris & Wheeler Projects  Sept 26, 1935

0-644   Construction Schedules – Norris & Wheeler

0-645   Time Required for Purchasing Major Equipment

0-646   Principal Construction Operations of TVA

0-647   A Chronology of the TVA  Dec 31, 1935

0-647-7 A Chronology of TVA  Jan- Dec 1941

0-649   Proposed Program of Dam Construction

0-651   Agricultural & Industrial Resources of the Tennessee Valley

0-652   The TVA & The Investor

0-653   Social & Economic Implications of the TVA

0-654   Maps Showing Relief Situation The TN Valley Area  1933 -1936

0-654A Map of TN Valley Showing Population on General Relief Program

0-655   The Yardstick in Action

 

Box 34

0-656   What TVA Means To The Retailer

0-657   The Social Scientist in the TVA program

0-658   Map & Text Material Covering Population Study

0-659   Report on Relocation of Farm Families on Norris, Wheeler, Pickwick & Guntersville

0-660   An Increased Income for The South

0-661   Sociology in the TVA

0-662   An Economic Plan versus Economic Planning in the TVA

0-663   Appearance & Reality of Social Progress

0-664   Government of Knox County TN

0-665   Youth in the New South

0-666   Crop Conditions in Birds Point-  New Madrid Floodway  1937

0-667   TVA Correspondence with Comptroller General McCarl

0-668   Bases of Budget Estimates – Feb  1936

0-669   Budget Estimates for 1937 & Preliminary Estimates for Subsequent Years

0-670   Approved Land Acquisition Allotment Releases

0-671   Allotment Releases for Engineering Fiscal Year 1936

0-672   Allotment Releases for Construction work  Fiscal Year 1936

0-673   Tentative Budget Summary

0-674   House Of Representatives  74 Congress H. R. 12624

0-675   Budget Estimates for Fiscal Year 1937

0-676   Budget

0-677   Cost of Dam Design

0-678   Statement of Budget & Obligations as of June 1936

0-679   TVA Budget Estimates of PWA Office

0-680   Comparison of Present Estimates With Those in April 1 Report to Congress

0-681   1938 Budget

0-682   Additional Power Units for Pickwick, Wilson, Wheeler & Guntersville

0-684   Methods Employed by Geographers in Regional Surveys

0-685   Inventory & Use of Water Resources as Related to Regional Planning

0-686   General Office Bulletin – Consolidated Guide to Office Practices

0-687   T.E.R.A. Rural Electrification Survey  Vol.  1    part

 

Box 35  

0-687   T.E.R.A. Rural Electrification Survey  Vol.  1    cont.

0-687   T.E.R.A. Rural Electrification Survey  Vol.  2

0-687   T.E.R.A. Rural Electrification Survey  Vol.  3

0-688   Land Utilization & Planning

0-689   Forestry Application by The TVA

0-690   Tree Crop & Their Part in The TN Valley

0-691   Southern Forest Experiment Station

0-692   Forest Resources of the Norris Dam Watershed

0-693   Forestry & Floods in the TN Valley

0-694   The Role of Forest in the TN Valley

0-695   Soil Erosion in a Mountain County

0-696   Summary of the Conference on Water Resources Problems

0-697   Principles of the TVA Employee Relationship Policy & Their Application

0-698   Excerpts for Wheeler Lock Construction Costs

0-699   Notes For Legal Dept. In Connection with Trial At Chattanooga

0-703   Unified Control For Interstate Rivers – A.E. Morgan

0-704   Mississippi River Flood Control Assn.

0-705   The Articles of Interest in Recent Periodicals

0-706   Program for Madden Dam Designs, Tests, Reports-  Panama Canal

0-707   Structural Materials of TN Valley Region

0-708   Stress & Design Reinforcements Around Penstock Holes

0-709   Ecological Studies in Malaria Control           

0-710   Flood Records – Mississippi River at Cairo, IL

0-711   Tentative Budget Summary - Fontana           

0-716   Filling Swan Lake Bridge of Southern Railway at Decatur, Al        

0-717   Summary of Allotment Releases  Jan.1 – June 30, 1935

0-719   Budget Estimates, Fiscal Year 1938

0-720   Budget for Fiscal Years 1938 & 1939

0-722   Architectural Budget Estimates  F.Y 1938

0-723   Geologic Budget – Semi-Annual Readjustment

0-724   Review of Budget Estimates – Fiscal 1937

0-726   Budget Review – As of Oct. 31, 1936

0-727   Letter to Buchanan – House Appropriations Committee Report

0-728   Letter to Adams – House Appropriations Committee Report

0-731   Data Submitted in Connection With Justification of 1938 Budget

 

Box 36

0-733   Budget Allocations – Fiscal Year 1937 – Navigation & Flood Control

0-734   Justification of 1938 Estimates

0-735   Norris Project – Comparison of Budget & Expenditures 1936

0-738   Appropriation Hearings                     

0-739   Charts Showing Actual & Estimated Obligations 1937

0-740   Additions to Total Project Estimates

0-741   Status of Budget- Construction & Maintenance Division

0-742   Budget Fiscal Years 1938  & 1939

0-744   Budget Status – Engineering Service Division

0-747   Allotment Releases For Land Acquisition 1936  Guntersville & Chickamauga

0-748   Status of Budget – Geologic Division

0-749   General Procedure for Preparing Schedules & Budget for ENGG & Const.

0-750   Actual & Estimated Expenditures for 1934 & 1935

0-751   Dam Construction Obligations & Estimates

0-752   Review of 1937 Budget Estimates

0-755   Planimetric Mapping

0-756   Articles Describing TN Valley Planimetric Mapping Program

0-758   Transfer of Funds to Un-allotted Balance

0-759   Budget Change Order & Budget Procedure

0-761   Statement of Budget & Obligation  arch 1936

0-764   Preliminary Budgets  1936 & 1937

0-765   Supporting Statement – Navigation &  Flood Control Program

0-766   Budget in Fiscal Years 1936 – 1940

0-767   Archaeological Activities in Norris & Wheeler Reservoirs

0-768   Construction Budgets

0-769   Adjustment of Funds-Tributary Projects and General Program

0-770   Adjustment of Valley Mapping Program

0-772   Expenditures – Sept. 1936  Navigation & Flood Control Program

0-773   Construction Plant Operations   Sept. 1937 

0-775   Board Action Approving Sale of Cableway to Brown & Root

0-777   Construction Plant Operations   July 1937 

0-778   Construction Plant Operation – Available Owned Equipment & Purchase Options

0-779   Construction Plant Operations   March  1937

0-780   Construction Plant Operations  July 1937  Norris

0-782   Material & Equipment at Norris & Wheeler Dams

0-786   Construction Plant Operations   Oct. 1936 

0-791   Total Estimated Cost of All Projects       

0-799   Stream Sanitation Survey

0-801   Comparison in General Expenses

0-802   Project Estimates – Fowler Bend, Chickamauga, Guntersville       

0-803   Cost Data & Other Information on Norris & Wheeler

0-806   Cost Estimate Summaries  Norris & Wheeler

0-807   Comparison of Navigation Costs

0-808   Navigation Facilities – Annual Operation & Maintenance Charges

0-812   Preliminary Cost Estimate – Pickwick Intermediate Stage

0-813   USBR Invoices for Design Work on Chickamauga, Pickwick, Gilbertsville & Guntersville Dam

0-820   Chattanooga Housing Situation

0-821   Clearing House for Houses, Rooms & Board

0-823   Movable Housing For Construction Camps

0-824   Cost Report of Wheeler Camp & Housing

0-827   Power Installation Costs

0-828   TVA Housing Policy

0-830   Forest Recreational Policies in White Mountains

0-832   Releases From Norris & Discharges At Wheeler & Wilson Dams

0-833   Flood Storage

0-834   Water Control

0-837   Forestry & Floods in The Tennessee Valley

0-838   Chattanooga Flood Control Conference

0-839   Design of Laboratory Boat for Lower Tennessee River

0-841   Services Rendered by TVA During Jan 1937 – Flood on Ohio & MS Rivers

 

Box 37

0-842   Tennessee & Cumberland River Reservoir System & 1937 Ohio-MS Flood 

0-845   Tennessee Recreational Lakes

0-846   Letter to Westbrook Pegler

0-854   Funds Expended for Engineering Studies and Surveys

0-855   Transportation of Phosphates 

0-856   Proposed Visit to Rock Island Dam

0-864   Geological Study of  Gravel Concrete Aggregate of The TN River

0-866   Use Of  Bentonite  Chickamauga Project

0-867   Mineral Properties Examined Near Arthurdale West Virginia

0-868   Destructive & Near Destructive Earthquakes of  U.S. Through 1935

0-869   Geology of the TN River From MS-TN  to Ohio River Junction

0-870   Geologic Conditions at Various Sites

0-871   Construction Plant Report – Drilling Costs   Sept. 1936 

0-873   Instruction to Drillers – Engineering & Geology Division

0-874   Geologic Conditions at Various Sites

0-875   The Advisability of Angling Grout Holes – Lower TN Dams

0-878   Line Drilling Exploration for Cavities at Dam Sites

0-885   Stream Sanitation Survey  French Broad, Holston & Emory River Basin

0-887   Miscellaneous Water Analyses

0-911   Water Resources Work

0-920   Basic Stream Gage – Elk River at Prospect

0-922   Effect of Volume Changes on the Design on the Design of Concrete Structures

0-927   Unified & Coordinated Systems – report to Stanford University

0-952   The Shearing Strength of Cohesive Soils

0-953   Approximate Personnel of Reservoir Clearance Division at 3 Months Intervals

0-954   Regulations Governing T he Impounding & Maintenance of Impounded Waters 

0-956   Correlation Program of Concrete Durability Tests  Aug 1937

0-957   The Unified Development of the TN River System  March 1936     

0-957S Development of the Water Resources of the Tennessee Valley  Report # 0-957S

 

Box 38

 0-964  Bibliography of Hydraulic Laboratory Testing

0-967   Field Services Facilities Bulletin

0-974   Motion To Sever, Affidavit of Powelson & Kresel

0-978   Employment & Training Plans for Student Engineers

0-979   Flood Records – TN River at Johnsonville, TN       

0-980   Flood Records  Mississippi River at Chester, Il

0-983   Liquid Oxygen Plant

0-987   Comparison of Bedrock Conditions at Gilbertsville, Guntersville & Chickamauga

0-989   Cement Plants

0-990   TVA  1933 -1937

0-998   Major Items of Construction Equipment & Plant Transferred from Projects

0-1002 Bench-Marks in the Tennessee Valley

0-1005 Abstracts of Papers – American Society of Photogrammetry

0-1014 An Interpretation of Malaria Program

0-1015 Valley Topographic Mapping

0-1016 Unit Stresses for Reinforced Concrete

0-1017 County Mapping

0-1020 Insulating Oil for Electrical Equipment

0-1032 Concrete Aggregate Tests For TVA

0-1037 State Plane Coordinates

0-1040 How Liberal is Justice Hughes?

0-1042 Much Ado About Something - Housing

0-1044 A National Competition -  Elevated Highway

0-1045 Freeway Design Principles Applied on a Rural Road

0-1046 Resolutions Committee – National Rivers & Harbors Congress

0-1049 Government Hydro versus Private Steam Power

0-1050 The Comprehensive Engineering Point of View

0-1051 250 Gross Ton Revolving Crane  Puget Sound  Navy Yard

0-1052 Wards Island  Sewage Treatment

 

Box 39

0-1053 Chickamauga Project Switchyard

0-1054 Guntersville Dam – Powerhouse Excavation

0-1055 Restoration & Development of Fishery Resources

0-1056 Malaria Control For Engineers

0-1057 Inspection & Utility Boat

0-1058 Establishing Navigation Aids

0-1059 Size of Locks at Guntersville &  Chickamauga

0-1060 Removal of Stumps in Pickwick & Wheeler Reservoirs

0-1063 Recent Resignations of Engineers

0-1064 Salary Classifications of Annual Employees in Engineering & Const. Depts.

0-1065 Personnel Procedure

0-1066 Organizing For the Control of Office Functions

0-1068 Summary Report – Personnel Division Conference Sept 21934

0-1069 Methods Employed for Financing Equipment & Appliances Purchases

0-1072 Third World Power Conference – Section on Hydro Plants

0-1073 Third World Power Conference Concrete Quality Control

0-1075 Third World Power Conference  Core Drilling for Visual Examinations

0-1077 Meigs County Electric – Transmission Line at Watt Island, TN

0-1078 Notice of Action by Board Of Directors  June 1937

0-1079 Norris – Alcoa- Hiwassee- Santeetlah Project

0-1082 Wholesale Power Rate

0-1083 Mississippi Division Power District  Rates

0-1087 System Studies

0-1089 Sterling Wood Products, Knoxville

0-1091 Navigation & Flood Control Program – Summary of Projects

0-1094 Tennessee River Stages During U.S.E.D. Navigation Experiment

0-1095 Silting of Navigation Channel Below Chickamauga Dam

0-1098 Experiment to Determine Navigable Depths in TN River.

0-1099 Cement Prices

0-1101 Proposed Contract With Alcoa Re: Transfer of Fontana Dam Site & Power

0-1107 TVA  Facts Book

0-1108 Electricity:  The People’s Business

0-1110 Observations – Wheeler & Norris Power Plants

0-1111 Review of Work of Industrial Hygiene Division

 

Box 40

0-1112 Engineering Economics & Public Opinion

0-1113 The Hazards of Uneconomic Public Works Construction

0-1114 Reviewing Design and Bids foe Concrete Pile Bridge

0-1116 Topographic Mapping in the TN Valley

0-1117 The Relation of  the Foreman To Job Safety

0-1118 Plant Capacities for main River Project

0-1119 General Progress – Engineering News-Record

0-1122 Agreement – telephone Line Connection

0-1124 Elk River Fish Hatchery  

0-1126 Hydrotechnics – Engineering Index Services

0-1127 Forest Conditions in Hamilton County

0-1128 Dam Construction – Subcommittee on Deficiency Appropriations

0-1129 Prize Essay Competition

0-1130 Current Hydraulic Laboratory Research

0-1131 Labor Classifications

0-1133 Freyssinet’s Theories on Concrete

0-1138 The Analysis of  Twist Effects in Gravity Dams

0-1142 Job Classifications – Chickamauga & Guntersville Dam

0-1144 Basic Report of Land Planning & Housing

0-1146 Board of Directors – Public Statement

0-1147 Closing Argument  Tennessee Power Co.  Vs.  TVA\

0-1148 Comptroller General – report  March 8, 1938

0-1149 Report on Foundation Methods – Mid Town Tunnel Approach

0-1151 Recent Tests on Ship Locks

0-1156 Comparative Effects on Twist Studies for Norris, Madden and Morris Dam

0-1159 Manganese Resources of the TN Valley Region

0-1163 Schedule of Clearing Operations on Active Projects

0-1164 Experience with Electric Heating of Concrete at Freezing Temperatures

0-1165 Navigation on the Little Tennessee River

0-1167 Big Dalton Dam -  Reprint of Articles

0-1168 Chute-A-Caron Project

0-1169 Grand Coulee Project  Reprint of Articles


Box 41

0-1170 Ariel Project  - Reprint of Articles

0-1171 Begnell Project  - Reprint of Articles

0-1172 Black Canyon Dam – Reprint of Articles

0-1173 Bouquet Canyon Project  - Reprint of Articles

0-1174 Bull Run Project -  Reprint of  Articles

0-1175 Calderwood Dam – Reprint of Articles

0-1176 Cobble Mountain Dam -  Reprint of Articles

0-1177 Coolidge Dam –  Reprint of Articles

0-1178 Davis Bridge Dam  - Reprint of Articles

0-1179 Dix River Dam – Reprint of Articles

0-1180 El Capitan Dam –  Reprint of Articles

0-1181 Exchequer Dam  - reprint of Articles

0-1182 Fifteen – Mile Falls Dam  Reprint of Articles

0-1183 Guernsey Dam – Reprint of Articles

0-1184 Martin Dam  - Reprint of Articles

0-1185 Morris Dam  - Reprint of Articles

0-1186 Rock Island Dam – Reprint of Articles

0-1187 Salt Springs Dam  Reprint of Articles

0-1188 Tieton Dam  -  Reprint of Articles

0-1193 Tripoli Deposits of Western Tennessee & Mississippi

0-1252 Allocation of Estimated Costs – Ten Plant TVA  System 

0-1281 Use and Control of Scenic & Recreational Resources

0-1282 Conference & Inspection, Malaria Control Pool

0-1283 Geology of  Fontana Dam Site – Preliminary Memo

0-1288 Fontana Project – Location, Description & Justification

0-1290 Summary of Earthquake Information

0-1292 President Roosevelt to Congress – TVA Act

0-1293 Holston River Investigations

0-1319 Valuation of Water Power Rights on Abrams Creek

0-1321 Jurisdiction – Power Projects on the Aluminum Co.

0-1324 Earth Moving Operations  Atlantic-Gulf Ship Canal

0-1325 Rights of the Aluminum Company

 

Box 42

0-1326 Banner Elk Project

0-1327 Inspection of Sewage Disposal Process

0-1328 Birmingham & Tennessee Basin Canal Co.

0-1329 Preliminary Design & Cost   Birmingham Bluff Project

0-1330 Suggestions – Improvement in Construction Methods

0-1337 Madden Dam  - Reprint of Articles

0-1338 Cushman Project – Reprint of Articles

0-1339 Diablo Dam-  Reprint  of Articles

0-1340 Bonneville Dam  Reprint of Articles

0-1341 Tests of Type B Modified Standard – Portland Cements

0-1345 Glossary of Geologic Terms

0-1346 Washington Trip of H. K Menhinick  Dec 1937

0-1349 Irrigation & Power on the North Platte River

0-1350 Caneadea Dam,  Reprint of Articles

0-1352 Lake Pleasant Dam – reprint of Articles

0-1353 McKay Dam, Reprint of  Articles

0-1354 Pacoima Dam – Reprint of Articles

0-1355 Parker Dam – Reprint of Articles

0-1356 Safe Harbor Dam  – Reprint of Articles

0-1357 Bristol Dam Design for Height Increase

0-1358 Reconstructing the Calaveras Dam by Dry Fill

0-1359 Proposed Highway Construction

0-1390 Engineering Report – Filing System

0-1391 Operating Report

0-1393 Total Capacity of Water Wheels at Water-Power Plants  Jan 1934

0-1394 Trial-Load Methods of Analyzing Twist effects in Gravity Dams

0-1397 Survey of Engineering Forms

0-1398 Malaria & its Relation to the Development of the TN  River

0-1400 Preliminary Final Report Land Acquisition Department - Norris

0-1401 Supreme Court of U.S    in oversize box 690

0-1403 Cataloochee Creek Gaging Station

0-1404 Proposed Cades Cove Development

 

Box 43

0-1405 Chickamauga & Chattanooga National Military Park

0-1407 Lower Colorado River Projects

0-1410 Senate Bill S 2859

0-1411 A Brief of House Document 328

0-1412 Cumberland River Basin

0-1413 Tentative Locations For Principal Terminals

0-1414 Use of Machinery For reservoir Clearance

0-1485 Bibliography on High Dams & Large Dams

0-1487 Possible Development of Water Resources of Duck River

0-1489 Inspection of Proposed Recreation Dam – Cumberland Subsistence Homestead

0-1490 American engineering Council Report

0-1492 Colors & Decorations  Boulder Dam Powerhouse

0-1493 Development of Lower Colorado River

0-1494 Consulting Board on the Lafayette Dam  Jam 1929

0-1495 Locks

0-1500 National Resources Committee Oct 1937

0-1501 Internal Temperature & Deformation of Masonry Dams

0-1502 Computation of Water Hammer Pressure in Compound Pipes

0-1503 Vibrations of Hoover Dam and its Intake Towers

0-1504 Data on Rock Fill Dams

0-1505 Concrete Durability Studies

0-1506 Effect on the Relative Foundation Rigidity - Grand Coulee Dam

0-1510 Technical Studies of the High Grand Coulee Dam

0-1511 Stress Study of  Grand Coulee Dam Slope .80

0-1512 Stress Study of  Grand Coulee Dam Slope .75

0-1513 Gallery Stresses & Steel Reinforcement

0-1514 Trial Load Analysis – Grand Coulee Dam

0-1515 Hydraulic Model Experiments – Boulder Dam  Book 3

0-1516 Economic Diameter of Riveted & Welded Steel 

0-1518 Properties, Uses & Specifications for Metals

 

Box 44

0-1519 The Flow Net and Electric Analogy

0-1520 Testing Construction Materials For Rolled Earth Dams

0-1521 Deformation of Earth’s Surface Due to Weight of Boulder Reservoir

0-1523 Effect of Change in Young’s Modulus - Working Stresses Reinforced Concrete

0-1525 Methods of Testing Construction Materials

0-1527 Sand Classification Studies

0-1528 Similitude Relationships for Variable Flow through Earth Dams

0-1529 Photo-Elasticity Lab Equipment Technique- Theory

0-1530 Protection Against Scour At The Toes of Norris & No. 3 Dams

0-1533 Navigation Planning Program

0-1534 Selected Preference on the Geology of Dam Sites

0-1535 Outline of Navigation Planning Program

0-1536-3 Board of Malaria Consultants Meeting – Third Annual

0-1536-5 Board of Malaria Consultants Meeting – Fifth Annual

0-1536-6 Board of Malaria Consultants Meeting – Sixth Annual

0-1537 Land Planning Program

0-1538 Reservoir Clearance – Norris & Wheeler

0-1542 County Mapping Development & Analysis of Costs

0-1543 Tabulations of Cost & Comparative Study- Pickwick, Guntersville & Hiwassee

0-1544 Bibliography of Earthquakes

0-1545 Correspondence  - Bent Creek Dam

 

Box 45

0-1546 Possible Diversion of Water Form One Stream to Another Stream

0-1547 Atlantic-Gulf Ship Canal Across Florida

0-1548 Federal Power Commission

0-1549 Asheville reservoir Highway 7 Railroad Relocation

0-1550 Report on Asheville Dam Area

0-1551 The Topographic Mapping Program March 1939

0-1552 Nolichucky River Development

0-1553 Failure of Penstock Under Test at Hawks Nest Kills 5 Men

0-1554 Power Development for the Community of Higgins, NC

0-1555 Survey & Preliminary Foundation Data For Holston River Dam Site

0-1557 Yuma, Reclamation Project

0-1559 Upstream Engineering Conference

0-1560 Third World Conference – Italian National Municipal Utilities Federation

0-1561 Third World Power Conference – Italian National Report Paper #9

0-1563 Cost for Re-Conditioning Whiting Lumber Company Hydro Electric Plant

0-1564 Proposed Federal Relief Farms & Work Center

0-1565 Safety of Proposed Nantahala Dam

0-1566 Nantahala Hydroelectric Development Plans

0-1567 Loving Creek Site

0-1568 Pigeon River Dam Site

0-1570 Principal Features of the Grand Coulee Project

0-1571 Grand Coulee Project

0-1574 Valuation of Upstream Storage Reservoirs

0-1575 Selecting Materials for Rolled-Fill Dams

0-1576 Roller-Gate Dam Erection at Rock Island, IL

0-1577 Design & Choice of Gates for Large Hydraulic Conduits

0-1578 Composition of Earth Dams

0-1579 Preventing Erosion Below Overflow Dams

0-1580 245 Dam Failures

0-1581 Honeycomb Gravity Dam Proposed

0-1582 Model Research on Spillway Crests

0-1583 Some Experiments on Laminated Dam Models

0-1584 Preventing Loss of Power Due to High Backwater

0-1585 A Survey of Hydroelectric Development II

0-1595 Maximum Flood Flow of TN River at Chattanooga

0-1596 Tennessee-Tombigee Waterway

 

Box 46

0-1597 General Description & Cargo Carrying Capacity Tables of Barges

0-1598 Navigation Observations – TN River  - Knoxville to Chattanooga

0-1599 Priest Dam

0-1600 Conchas Dam & Reservoir Project

0-1601 Barker Power Plant – High Overflow Dam Main Unit

0-1602 Mitchell Dam on the Coosa River

0-1603 Three types of Design Used in California Flood-Control Dam

0-1604 Jordan Dam, Alabama – Cofferdams & Stream Control

0-1605 Hamilton Dam on Colorado River in Texas

0-1606 Gilboa Dam (NY) - Aerial Tramways Serve Mixing Plant

0-1607 Grimsel Dam (Swiss Alps)  – Arch Dam Built in Isolated Blocks – Reduce Shrinkage

0-1608 Grand Lake Dam  (Newfoundland) – Combined Railway Bridge & Dam

0-1609 El Vado Dam – Steel used extensively in the Building of

0-1610 Eguzon Dam, France – Large Hydro-Electric Plant

0-1612 Dnieprostroy Dam (Russia) American Methods in Fight-Control Russian River

0-1613 Tirso Dam  (Italy) Record Height- Multiple Arch Dam

0-1614 Tygart Rives – Reservoir Project   (West Virginia)

0-1615 Scott Dam (San Francisco)  Concrete Dam on Eel River – Built on Shale

0-1616 Sherman Dam (NY) Another Earth Dam Built on Deerfield River

0-1617 Sautet Dam (France) French Build High Dam in Narrow Limestone Canyon

0-1618 Vermunt Dam (Alps)   Belt Conveyors Place Concrete

0-1619 Organization for Progress in Rural Electrification

0-1620 Special Development of Gates According to Hydromechanical Requirements

0-1621 General Set Up for Bank Operation

0-1623 Tidone Dam (Italy) Large Multiple – Arch Dam Italy

0-1624-1 Waterville Hydro-Electric Development - High Arch Dam

0-1624-2 Waterville Hydroelectric Development

0-1626 Time of Locking with Gradually Increasing Inflow

0-1632 Water & Ship Movement in Lock Operation

0-1633 French Broad River Investigation

0-1634 List of Translations Made During 1938

0-1635 Hydromechanical Phenomena in The Locking of a Ship

0-1636 Reduction of Ship Movement in Locking By Special Gate Construction

0-1637 Special Wave Phenomena in Navigation Canals due to Locking

0-1645 Report of Mississippi Valley Committee on Public Works  Vol. 1

 

Box 47

0-1646 Report of Mississippi Valley Committee on Public Works  Vol. 2

0-1649 Outline of General Program June 1937

0-1649 Outline of General Construction Program  Dec 1937

0-1649 Outline of General Engineering & Construction Program  June 1938

0-1650 Jurisdiction of The Committee over Construction of Highways

0-1651 Department Control of Water in The River Channels

0-1654 Method For Oxidation of Aluminum Sulfite to Aluminum Sulfate

0-1655 Highway Construction Progress

0-1656 Navigation Matters

0-1657 Industrial Reports

0-1658 The Shing Mun Dam – Hong Kong

0-1670 Investment of TVA in Wilson, Norris & Wheeler

0-1670A Investment of TVA in Wilson, Norris & Wheeler  1939

0-1671 Caballo Dam, Rio Grande Project  NM

0-1674 Storage Dams & Dam Structures of TVA

0-1675 Recent Observations of River Canalization Jan 1937

0-1677 Bent Creek Dam

 

Box 48

0-1678 Proposed Procedure for Preparing Report on French Broad

0-1679 Holston River Power Company – Federal Power Commission

0-1680 Fontana Project – Budget

0-1681 Plant-Diseases Control By Spraying  1938

0-1682 Owyhee Irrigation Dam – Design

0-1683 Pardee Dam – Contraction-Joint Treatment 

0-1684 Baffle Piers of Toe of Dam Dispel Energy

0-1685 Redesign and Construction of Prettyboy Dam (Baltimore)

0-1686 Quabbin Dam – Novel Earth Handling  (Boston)

0-1687 Rodriquez Dam – San Diego, CA

0-1688 Santuagi Creek – Rolled Earth Dam   CA

0-1689 Saluda River Power Project   - Columbia, SC

0-1690 Stevenson Creek Dam:  Deflections & Stresses  CA

0-1691 Floating of Jayhawker Towboat

0-1693 American Zinc Co. At Mascot- Conference with Mr. Coy

0-1694 Minimum Pool Levels

0-1695 Aggregate for Gilbertsville, Watts Bar & Coulter Shoals Dam

0-1698 Water Level Fluctuation for Mosquito Control – Wilson & Wheeler  1937

0-1699 Crossville Project 

0-1700 Black Barite Deposits in Upper East Tennessee

0-1705 Klamath

0-1707 Alternate Camp Site For Fontana Dam

0-1708 Cavitation at Sluiceway Entrance- Madden Dam

0-1709 Request for River Profiles

0-1710 Operations of Dams & Reservoirs

0-1711 Intake Dam For Water Supply System of Bryson City, NC

0-1712 Malaria Control Work at Widows Creek

0-1713 Design of Roller Gates U.S.B.R. Tech. Memo No. 56

0-1715 WPA Dam at Pressmen’s Home Near Rogersville, TN

0-1716 Status of White Creek Project

0-1717 Geologic Report – Fontana Dam Site

0-1718 Soundness of Cement Mortars Under Freezing & Thawing Tests

0-1720 Dam Sites of East Fork Tuckaseegee River

0-1721 Effects of Waterville Power Plant on River Stages At Newport, TN

0-1722 Morris Dam, CA  Concrete Gravity Dam for Faulted Mountainous Area

0-1723 Design & Construction of The Morris Dam For City of Pasadena

0-1725 Mitchell Dam – Federal Power Commission

0-1730 Tombigbee River – Tennessee River Canals  - (with photographs)

0-1732 Steam Gauging Station – Tuckaseegee River at Dillsboro, NC

0-1733 Economic Survey – Trinity River Texas

0-1734 Mississippi Flood Control

0-1740 Tappan Dam

0-1741 Monongahela & Kanawha River

0-1743 Experiments on Tows & Barges for Heavy Freights on MS River

0-1744 Missouri River & Minor Tributaries

0-1747 Tennessee River Control Project – Talk – Mississippi State 1937

0-1748 Loving Creek Dam Site

0-1749 Journal of American Concrete Institute

 

Box 49

0-1751 The Ohio Mississippi Flood of 1937

0-1752 Fort Peck Dam

0-1758 Progress at Imperial Dam  (Arizona)

0-1763 Coulomb’s Formula – Sheer Resistance of Cohesive Soils

0-1764 Algerian Dams of Placed Rockfill

0-1765 Geology of Dam Sites in Shale & Earth

0-1767 Geophysical Methods Aid Construction Work

0-1768 Five Classes of Fill in Large Dams

0-1769 Ralston Creek Dam  Thin-Core High Earth Dam

0-1770 Emsworth Dam (Ohio River) New Crest Gate for Dams

0-1771 Practical Soil Mechanics For Small Dams

0-1772 Grande Coulee Dam – Stopping the Earth Slide

0-1773 Pine View – Grouting Under an Earth Dam

0-1775 Central Valley Project, California

0-1777 Ruby Dam Preliminaries & Tunnel Are Started

0-1778 Mormon Flat Dam – Spillway Reconstruction

0-1779 Marshall Creek Dam  - Foundation of Earth Dam Fails

0-1780 Miami Reservoir – recreation Dam Built

0-1781 Boulder Dam – Grouting Contraction Joints

0-1782 The Bonnet Carre Spillway in the Flood of 1937

0-1783 Marshall Ford Dam Designed for Raising in Future

0-1784 Foundation Caused Dam Failure  Wyandotte County Dam

0-1785 Keystone Dam Spillway Model

0-1786 Gibson Dam  - Uplift Pressure Measured

0-1787 Echo Dam, Salt Lake Basin Project, Utah

0-1788 Hollow Dam with Notable Design Features

0-1789 Erosion Below Conowingo Dam Proves Value of Model Tests

0-1792 Use of Aluminum Conductors

0-1793 Cellular Cofferdams

0-1794 Special Fields in the Construction of Kaplan Turbines

0-1797 Tennessee River Dredging Projects

0-1798 Preparation of Aluminum Sulfate

0-1801 Tennessee River & Tributaries  Oct 1935

0-1802 Additional Information on Phosphorus Trioxide

0-1803 Flood Protection

0-1804 On the Oxidation of Phosphorus by Oxygen

0-1805 Summary of General & Stratigraphic Geology

0-1806 Concerning Red Phosphorus

0-1809 The Forecast of Maximum Floods

 

Box 50

0-1810 Analysis of Rigid Frames

0-1811 Chattanooga Flood Control

0-1812 Typical Outline of Final Design Report

0-1814 Water Planning

0-1815 Drainage Basin Committees’ Report for North Atlantic Basins

0-1816 Temperature & Discharge of Clinch River Near Clinton, TN

0-1818 Aluminum Cement

0-1819 Use of High Aluminum Cement

0-1820 Research Laboratory for Concrete & Other Materials

0-1821 Ice Conditions Near Knoxville

0-1822 Aggregate Supply – Guntersville & Chickamauga

0-1825 Tennessee-Tombigee River Connection Via Bear Creek

0-1826 Florence Canal

0-1828 Soil Engineering in the Tennessee Valley

0-1830 Effect of Water Control Operations During 1938 Flood

0-1832 Boulder Canyon Project

0-1838 Rehabilitation in the Northwest Great Plains

0-1844 Daily Navigation & Flood Bulletins

0-1848 Prime Mover Control

0-1849 TVA Construction Progress

0-1850 A Geological Study of The Leakage of  Great Falls Dam

0-1852 TVA-U.S.B.R. Correlation Program for Concrete Durability Investigation

0-1853 Flood Records Clinch River at Clinton, TN

0-1854 Flood Records Tennessee River at Florence, Alabama

0-1855 Flood Records Ohio River At Paducah, KY

0-1856 Ohio River Profiles & Gage Data

0-1857 West Indian Hurricane  Sept. 1938

0-1858 Fort Peck Reservoir Dam, Fort Peck, Mont.

0-1860 Alternate 32 Dam Scheme – Navigation Only


Box 51

0-1861 Geologic Bulletin # 9  Barite

0-1862 Structural Model Shop of TVA

0-1864 Symposium on Malaria

0-1866 International Rhine Regulation from the ILL to Lake Constance 1937

0-1867 Opening of the Elevator Type Lock Niederfinow to Traffic

0-1869 Translation of Foreign Technical Publications

0-1870 Resume of Translations

0-1871 Translation of Technical Articles in German

0-1872 Regional Planning

0-1873 The Future of State Planning

0-1874 Fort Peck Dam Failure

0-1875 Wave Travel on the Lower Tennessee River

0-1876 Legislative History of the TVA Act 

0-1877 P.W.A. and Industry

0-1879 Drainage-Basin Water Plan – Determination of the General Characteristics

0-1882 Site Investigation

0-1886 Construction Plant Operations

0-1888 Krug – Negotiations Between TVA &  Commonwealth & Southern Corp.

0-1889 Rocks

0-1890 U.S. v. C. B. & Q.R.R. Co.  Mississippi River Condemnation Case

0-1892 Engineering & Construction

0-1893 Information on Flood Control in Mississippi River Basin

0-1894 Study & Redesign of Dredge Pump for Dredge “Dallas”

0-1895 The Chattanooga Flood Control Problem  Charts

0-1895 The Chattanooga Flood Control Problem

 

Box 52

0-1897 Water Control in the River Channel

0-1898 System Power Looses  1938

0-1899 Protection Against Scour Below Overfall Dams

0-1900 Excavation of Navigation Channel Between Locks 1 & 2

0-1901 Navigation Congresses – Permanent International Association

0-1902 Water Control Planning Department

0-1902A Material Congressional Investigating Committee – Water Control Planning Dept.

0-1903 Sealing Devices for Hydraulic Gates

0-1904 Value of Flood Height reduction – TVA Rivers to Alluvial Valley of MS River

0-1905 Comparative Analysis of Proposed Tributary Projects

0-1906 Engineering Geology of The Tennessee River

 

Box 53

0-1908 Explanation of the Filing System of the Engineering Report Files

0-1909 Rail Depression Test

0-1912 Protection of Agricultural Lands on the North Fork  - From Flood Damage

0-1914 Character of the Great smoky Formation in the Hiwassee River

0-1915 Use of Large-Diameter Core Drill in Geologic Exploration

0-1918 Wood Panel Forms – For Powerhouses & Locks

0-1918–1  Wood Panel Forms – For Powerhouses & Locks    Article

0-1918-2  Wood Panel Forms – For Powerhouses & Locks    Article

0-1918-3  Construction Methods

0-1918-4  Construction Methods

0-1918-5  Wood Panel Forms for Concrete Dam Buildings

0-1919 Erosional Effects of Webb Mountain TN Cloudburst  Aug. 5, 1938

0-1921 Exhibits Relating to Water Control in the River Channel

0-1922 Steel Pile Cofferdams Construction Data & Costs

0-1927 Iron, Chromite & Nickel Resources

0-1928 Report on the French Broad River Investigations  (part)

 

Box 54

0-1928 Report on the French Broad River Investigations  (cont.)

0-1929 Little Tennessee River Investigations  Sept 1939

0-1930 Navigation Improvement Model Studies  Jan 1939

0-1932 Pymatuning Lake  (Ohio & PN area)

0-1933 Bonneville Power & Navigation – Spillway gates

0-1934 Papers & Discussions Area Engineers Meeting  July 1935

 

Box 55

0-1946 Construction Program of TVA

0-1951 Determination of Plant Food Elements in Silt 1940

0-1951 Final Report on Plant Food Elements in Silt  1942

0-1955 Hydraulic Data Division Manual

0-1957 Climate if Great Smoky Mountain National Park

0-1958 Report of Pumpcrete System of Placing Concrete

0-1960 Drainage Basin Committee Report – TN & Cumberland Basins

0-1961 Methods used in Prospecting for Mineral Aggregates

0-1962 Durability Studies of Aggregates

0-1964 Flood Records – TN River at Chattanooga, TN

0-1965 Material For Congressional Investigating Committee

0-1966 Radio Aids Aneroid

0-1967 Building Stones of Western North Carolina

0-1968 Survival of Sedimentary Characters In Metamorphic Rocks

0-1969 Initial Investigations & Economical Planning of Hydroelectric Plants

0-1970 Flood Planning

0-1971 The Three Point Problem in a Coordinated Field

0-1972 Unusual Spray Painting Devices for Survey Parties

0-1973 The Fort Supply Project

0-1974 Pensacola Dam Oklahoma

0-1975 Origin of the Sweetwater, TN Barite Deposits

0-1976 General Engineering & Geology Division

0-1977 Plan for Flood Control

0-1979 Education & Democracy

0-1980 Conservation & Democracy

0-1981 Forestry Facts About the TN Valley

0-1982 Clearances of Structures Crossing the TN River & Tributaries 1935

0-1982R Clearances of Structures Crossing the TN River & Tributaries  Revised1940

0-1983 The Industrial Renaissance of the South

0-1984 Masonry Dams  _ Basic Design Assumptions

0-1985 The Design of Arch Dams

0-1986 Construction of Highway Embankments Across TVA Reservoirs

0-1987 Correlation of an Electrolytic Corrosion Test

 

Box 56

0-1988 Summary – National Bureau of Standards Investigation of Soil Corrosion

0-1989 Life of Ferrous Materials

0-1990 Corrosivity of Soils

0-1991 Outline of Articles Concerning TVA Engineering & Construction Programs

0-1992 Concrete Structures for Flood Control

0-1993 Riprap Slope Protection For Reservoir Embankments

0-1994 TVA Pipe Requirements

0-1995 Relation of Rainfall to Elevation in Southern Appalachian Region

0-1996 Rainfall Records & Studies in TVA

0-1998 Organization of TVA Surveying & Mapping Activities

0-1999 Determination of Discharge at Gauging Stations – Variable Slope

0-2000 Design Problems in TVA Reservoirs

0-2001 Engineering Significance of National Bureau of Standards Soil Corrosion Data

0-2002 Outline of Water Control Planning Program – 1938

0-2004-1 Turbines & Generators   1939

0-2004-2 Turbines & Generator Data   1940

0-2006 TVA & The Investor

0-2007 Principles of Construction Plant Planning for Large Dams

0-2008 Use of Aerial Photographs by TVA

0-2010 Photographs of Cairo, Ohio

0-2011 Methods of Improving Foundation Rock

0-2012 Design Department Talks for May Meeting 1939

0-2013 Evaporation Experiment

0-2014 Concrete Aggregates for Watts Bar & Coulter Shoals Shoals Projects

0-2015 Index to House Documents  - Rivers In MS River basin

0-2016 Small Fenster in Johnson County, TN

0-2017 Eliminating Cotton Plugs in Bacteriological Analyses of Water

0-2018 Robert M. Ross, Reports, Papers, - Associated Geologist

0-2019 Geology of the Bat Creek Dam Site

0-2020 TVA Act

0-2021 Division Engineers, Ohio River – Statement

0-2023 Model Studies of the Mechanics & Hydraulics of Large Control Gates

0-2024 Typical X-Rays of Penstock Welds

0-2025 Proposed Power Projects on Clinch & Powell Rivers

0-2026 Redesign for Norris, Pickwick, Guntersville & Chickamauga Dams

0-2027 Inspection of Paint Testing Projects in Pittsburgh Area

0-2028 Notes on Appraisal of Benefit Values – Development of Unified Water Control

0-2033 Mobile Equipment – Performance & Cost Data

0-2034 Power Shovels

0-2037 Trip to Hiwassee & Chickamauga Dams

0-2038 Assignments  for Flood Relief Work

 

Box 57

0-2041 Flood Control on the Emory River

0-2046 Paint Creek Project

0-2049 Boulder Dam  -  The Construction of

0-2050 Kendrick Project, Wyoming

0-2052 Water Power Development With Cost Data

0-2070 Time Studies for Controlling Costs – Concrete Forms

0-2071 TVA Construction Plants

0-2072 Effect of Concrete Mixer Action on grading of Fine Aggregate

0-2073 The Tennessee River Development

0-2074 Operation of Multi-Purpose Reservoirs

0-2075 Design of Dams

0-2076 TVA Construction Program

0-2077 Reservoir Activities

0-2087 Drainage of Sand in Flat Bottom Railroad Cars

0-2106 Stage Hydrographs – Ohio & Mississippi Rivers 1933-1938

0-2180 Rating Curve For The Tennessee River at Decatur

0-2118 Drainage Areas in The Tennessee River Basin

0-2127 Tornadoes & Thunderstorms – Tennessee River Basin

0-2130 Riprap

0-2132 Theory of the Settlement of Clay Beds

0-2142–19 History of U.S. Weather Bureau Gage

0-2165 Water Resistance Measurements

0-2163 Mossy Creek Project – Preliminary Estimate of Cost

0-2177 Fontana Project – Preliminary Estimate of Cost

0-2178 Douglas Project – Preliminary Estimate of Cost

0-2182 Unified Plan  for Development – Water Resources

0-2190 Differences in Cost of Transportation – High & Low Dam Schemes

0-2191 Estimated Traffic for Holston River

0-2193 Feasibility of Connecting the TN & Savannah Rivers for Navigation

0-2194 Improvements on the Upper Mississippi River & Connecting Waterway

 

Box 58

0-2201 Public Terminal facilities for the Tennessee River System

0-2204 Traffic Estimate  French Broad River

0-2207 Scale Checking Aerial Photographs  1936

0-2227 Spring Filling of Wheeler, Wilson & Pickwick Reservoirs

0-2228-6A Water Control Projects  Vol. 1

0-2228-6A-1  Engineering Data Water Control Project  Supplement No. H1

0-2228-6A-2  Engineering Data Water Control Project  Supplement No. H2

0-2228-6A-3  Engineering Data Water Control Project  Supplement No. H3

 

0-2228-6B TVA Steam Plants

0-2228-6B-1 Engineering Data Steam Plants Supplement  #1

 

Box  59

0-2228-6B-2 TVA Steam Plants Supplements Nos. 1 & 2

0-2228-6B-3 Engineering Data –TVA Steam Plants Supplement  #S3

0-2228-6B-4 Engineering Data – TVA Steam Plants Supplement #S4

0-2233 Hydraulic Data Forecasting Section  Charts – Water Surface Profiles

0-2234 Dynamic Loads on Retaining Walls – Subjected to Simulated Earthquakes

0-2234A Dynamic Loads on Retaining Walls –  Earthquakes - Appendix

0-2234B Dynamic Loads on Retaining Walls – Abstract

0-2235 Care of Engineering & Surveying Instruments –

0-2236 Work of the Land Grant Colleges in TN Valley Area

0-2237 Transportation Facilities at All Dams

0-2239 Investigation of TVA  Vol. 39

 

Box  60

0-2239 Investigation of TVA  Vol. 40

0-2239 Investigation of TVA  Vol. 41

0-2239 Investigation of TVA  Vol. 42

0-2239 Investigation of TVA  Vol. 45

0-2240 Chattanooga Flood Protection

0-2245 Modern Procedure in Map Drawing & Reproductions

0-2286 Valley of Yellow Creek as Route- TN River-Tombigbee River

0-2287 Geologic Report of Knoxville Dam Sites

0-2301 Making Depreciation Work For You

0-2302 Report of Investigating TVA

0-2303 Report & Exhibit Investigation of TVA  Appendix A


Box  61

0-2303 Investigation of TVA  Appendix B

0-2304 Potential  River Terminals on the TN River

0-2350 Metal Spraying As A Corrosion Preventive

0-2351 Review of Dust Studies  TVA

0-2352 Fire Test – Retardant Wood 

0-2353 Research in the Building Industry

0-2354 Scientific Measurement & Economic Behavior

0-2392 Hydraulic Turbines & Power House Dimensions

0-2395 Power Section  Annual Report   1939-1940

0-2395 Power Section  Annual Report   June 1942

0-2395 Power Section  Annual Report   FY 1943-1944

0-2396 Power Section  Annual Report   FY  1946

0-2451 Geology of Emory River Basin & Dam  1939

0-2454 The Columbia Basin Project

0-2455 Development of Power at Grande Coulee Dam

0-2456 Work of Industrial Hygiene Division

0-2458 “The Second Phase”

0-2459 Geologic Report – Lower Clinch River Dam Site

 

Box 62

0-2460 Study of Protection of Slopes of Embankments Crossing TVA Reservoirs   

0-2463 Suit of TPS Co. To Prevent TVA from Selling Power to Knoxville

0-2467 Hydraulic Data Activities

0-2468 French Broad  River Proposal Petitions

0-2469 Hydraulic & Power Drawing  oversize box 690

0-2470 General Investigation of Kentucky River  Dec 31, 1931

0-2473 Report on Holston River Investigations Vol. 1  General Studied

0-2473 Report on Holston River Investigations Vol. 2  Project Details  (part)

 

Box 63

0-2473 Report on Holston River Investigations Vol. 2  Project Details  (cont.)

0-2475 Earthquake Investigations for Pit River Bridge In CA

0-2478 Buffalo Solves Its Sewage Problem

0-2479 Navigation Testimony

0-2480 Flood Problem Along Lower Chestuee Creek

0-2481 An Analysis of Tourist Travel in TVA

0-2483 A New Manganese Mine in Johnson County , TN

0-2484-1 Preliminary Examination of Flint River, Alabama & TN

0-2484-2 Preliminary Examination of Flint Creek & Its Branches in Morgan County, Al

0-2485 Water Wheels          

0-2486 Cost Report of Wheeler Camp & Housing

0-2487 Highway & Railroad Relocations in Asheville Reservoir Area

0-2488 Comparison of Costs Loudon – Belle Canton Project

0-2490 Paint Rock River

0-2491 Cotaco Creek

0-2492 Growth of Coppice

0-2493 Forest Resources of Piedmont Region of South Carolina

0-2495 Design Costs for Lock

0-2497 Grand Coulee Dam

0-2498 Unified System Operations versus Individual Unit Operation

0-2499 Final Cost Report  Analysis Procedure

 

Box  64

0-2503 The TVA Training Program in Surveying

0-2506 Regional Planning in the Tennessee Valley

0-2508 The Delaware River Basin Upper Valley

0-2509 Water Pollution in the U.S.

0-2511 Appalachian Electric Co.

0-2512 Origin of Deep Polls in TN. River Channel 

0-2514 The Causes of Peeling of Aluminum Paint From Prime Coats

0-2515 The Control of temperature in Massive Concrete Structure

0-2517 Value of Control of Mississippi River Floods

0-2518 Preliminary Notes on Time for Form Stripping

0-2519 Tygart Reservoir  PN  

0-2520 Relation of Mineral Resources to Manufacture of Critical Material

0-2522 An Alternate Hypothesis for the Explanation of Deep Rock Decomposition

0-2523 Confined Ground Water & Artesian Effects – Lower TN River Valley

0-2524 Evidence of Cretaceous or Post Cretaceous Faulting

0-2525 Cost & Estimating Files

0-2526 Bentonite in the Ordovician  in East TN

0-2527 Portland Cement Quality & Portland Cement Specification

0-2528 Riprap Investigation

0-2529 Stabilized Highways in the TN Valley

0-2530 Trend in Hydraulic Turbine Practice

0-2531 Hydrology of the Great Lakes

0-2532 A Dam on the Rome Formation

0-2533 Design of Workmen Dormitories

0-2534 Report on Tennessee Power Co Great Falls Development  May 31, 1912

0-2535 TVA River Forecasting Services

0-2536 Surface Water Supply of U. S.  1935

 

Box 65 

0-2537 Wilson Dam Cost Data

0-2538 Comparison of Cost Multiple Purpose Project

0-2539 Allocation Statement Relative to Justification Expenditure Theory

0-2540 Chattanooga Flood Protection District – Appraisal

0-2541 Tentative Allocation of The Value of Wilson Dam

0-2542 Method of Determining Directly Segregable Portions of Multi Purpose Projects

0-2543 Memo   Allocation of the TVA Properties

0-2544 Report  Allocation of the TVA Properties

0-2545 Methods of Allocating Common Costs Under Benefit Value Theory

0-2546 Water Resources of TN River Basin

0-2547 The Division of Cost & Responsibilities for Public Works

0-2548 Hydraulic Roof Weir or Dam Patented by Huber & Lutz

0-2549 Growth of Urban Communities in the TN Valley

0-2552 Erosion of Little Tennessee Bottom Lands

0-2553 Nickel Coast Iron News Nov 1939

0-2554 Cost Estimate Revision of House Document 328 Navigation Plan D

0-2555 Work of Geologic Division  TVA  1937-1938

0-2556 River Control

0-2557 Inventory of Navigation Section Files

0-2558 Engineering Training for the Construction Field

0-2559 Santee-Cooper

0-2561 Injury Cost  1939

0-2562 Depreciation Study  1938

0-2563 Depreciation Study

0-2564 Depreciation Studies for Norris & Wheeler Project

0-2565 Depreciation Rates

 

Box 66 

0-2566 Report on Depreciation Policy for General Plant

0-2566-S Depreciation Policy Survey

0-2568-1 River Channel Improvement – Weekly Progress  1939-1943

0-2568-1 River Channel Improvement – Weekly Progress  1944-1949

0-2568-2 River Channel Improvement   Monthly Progress Reports 1939 – 1941

0-2568-2 River Channel Improvement   Monthly Progress Reports 1942 – 1949

 

Box 67

0-   No # Control of Floods in Alluvial Valley – Lower Mississippi River  1931           

0-2571 Tennessee River & Tributaries – NC, TN, Al, & KY  part 1

 

Box 68

0-2571-2 Tennessee River & Tributaries – NC, TN, Al, & KY  part 2  Maps & Charts

0-2573 Cumberland River Kentucky & Tennessee  1933

0-2575 Development of Rivers of the U.S.  1934

0-2576 Division of Geology  Water Resources of TN  1925

 

Box 69

0-2578 Denudation & Erosion in the Southern Appalachian Region  1911

0-2579 The Geology of Dams & Reservoirs

0-2580 Relation Between Industrial Development & Higher Education in the South

0-2581 The TVA:  An Experiment in Grass Roots Administration of Federal Functions

0-2584 Analysis of Forestry Division Expenditures

0-2585 Increasing Use of Plane-Table

0-2586 Tombigbee Investigations

0-2586 Will Democracy Work

0-2587 Summary of tractor-Scraper Comparison

0-2599 Recreation Development of Tennessee River System

0-2600 Recreation Planning Under Section 22 of TVA Cat 1939

0-2602 Development of Mineral Resources

0-2603 Structural Aluminum and its Application to Engineering Structures

0-2604 New Money to TVA For More Hydro Power Dams

0-2605 Earth Movement at For Peck Dam

0-2607 Notes on Analytic Soil-Mechanics  U.S.B.R.  Tech Memo 592

0-2608 Pedestrian bridge Across the Valley River at Murphy, NC.

0-2610 Time Studies of Heavy Construction

0-2611 The New York Times  - letter Published in   Dec.1939

0-2614 Leakage at Great Falls Plant

0-2615 An Improved Method for Adjusting Level 7 Traverse Surveys

0-2617 Source & Correction of Errors Affecting Multiplex Mapping

0-2618 TVA Responsibility For Secondary Looses in Lower TN Valley

0-2619 Master Classification of Construction Accounts

0-2620 Drought Has Not Changed TVA Water Power Estimates

0-2621 Timber Piles & Construction Timber

 

Box 70

0-2622 Two Core Drill Jobs in the TVA

0-2623 Preferred Standards for Steam Turbine Generators

0-2624 TVA & The Widening of Economic Opportunity

0-2625 Causes & Prevention of Accidents in the Construction Industry 1938

0-2626 Report on Wave Action

0-2627 Annual Summary of Consultant’s Services  1938

0-2628 Lists of Freezing & Thawing Test Report on Concrete

0-2630 Efficiencies of Hydraulic Turbines

0-2631 The Tennessee River Control Projects

0-2632 Published Engineering Articles Prepared by TVA Personnel

0-2633 Taylor Park Dam -  Uncompabgre Project, Colorado

0-2634 Buchanan Dam  - Colorado

0-2635 The TVA, an Experiment in regional Development

0-2636 Flood Control Being Tested on the Mississippi

0-2637 Civilian Conservation Corps – Anita Dan – Huntly Project

0-2638 Montana Hydro-Electric Dam Completed  1938

0-2639 Silt In Elephant Butte Reservoir 

0-2640 Mexican Irrigation Program Includes Three Large Dams

0-2641 High Arch Dam to be Built on Colorado River Aqueduct

0-2642 Arch Dam 390 High for Payallup River Project  (Portland Oregon)

0-2644 Power Agreement Between TVA & City of Dayton TN

0-2652 Water Supply on Upper Salt River, Arizona

0-2653 Methods of Keeping Computations

0-2654 Measurement of Reservoir Water Temperatures in Southwestern U.S.

0-2656 Decision of the U.S. States Board of Geographical Names

0-2657 Fatigue Problems in Structural Designs

0-2658 Regional Development in the Tennessee valley  Jan 1940

0-2662 Scale, Tilt & Control of Aerial Photographs

0-2665 Report to Treasury Department  - Senate Resolution 150

0-2666 Water Transportation on the Tennessee River

0-2667 Some Health Implications of regional Water Control – Malaria

0-2668 Rural Zoning and Your County

0-2669 Study of the Possibilities of Rural Zoning – Hamilton County, TN

0-2671A Plan For Disaster Relief   1938

0-2671B Plan For Disaster Relief Division B  Dec 1938

0-2671C Plan For Disaster Relief Division C  Dec 1938


Box 71

0-2672 Flood Control of North Fork of Clinch River

0-2675 The Initial Phase of Public Use Terminal Developed at Chattanooga, TN

0-2676 Turbine Blades – Unit 1&2 Pickwick Project

0-2677 Comparison of Laboratory Test & Field Test of Concrete

0-2678 Plan of Joint Investigations  Columbia Basis Irrigation Project

0-2680 Navigation Clearances  Survey of Tennessee River Crossing Structures  *(Photos)

0-2681 Selected Annotated Bibliography on Sedimentation

0-2682 Subcommittee on National Water Policy

0-2693 Absorptive Form Lining For Parker Powerhouse

0-2694 Mossy Creek Dam Site – Drilling Investigation

0-2695 Use of Concrete in Construction Plant Design

 

Box 72

0-2698 Flood Control of Bear Creek   1939

0-2700 Survey – Flint River Alabama & Tennessee Flood Control

0-2702 Hydraulic Model Studies of The Watts Bar & Kentucky Lock

0-2703 Transmission Lines – Tech Memo 370

0-2704 Hydraulic Loss in Pipe Bends  Tech Memo 517

0-2706 Stability of Earth Slopes

0-2707 Recent Norris Releases for Benefit of Watts Bar  & Chickamauga

0-2708 Operation of Spillway Gates

0-2712 Grouting For Dams on Rock Foundations

0-2713 Basic Principles of Healthful Housing

0-2714 Scheduling for Construction

0-2715 Tennessee Planner Jan 1940 – June 1941

0-2716 Preliminary Study of Steam Plants

0-2717 Hydrological Factors Affecting the Design of Dams

0-2718 Summarized Data From Denison reservoir

0-2719 Friction Coefficients of Continuous Interior & Riveted Steel Pipes

0-2723 Installations At Chickamauga & Hiwassee Dams

0-2724 Rational Design of Pipe

0-2728 Abstract of Papers Presented Conference  - Seismic Subsurface

0-2730 Effects of Lime on Mortar & Concrete

0-2731 Low Water Release Data

0-2733 Roadside Development

0-2738 How to Make The Public Conscious of Civil Engineers

0-2739 Replacement of Present Steam Plants With New

 

Box 73

0-2742 Harza Engineer Company – Santee – Cooper Office

0-2743 Deficiencies in Hydrologic Research 1940

0-2744 Radio Gages in TVA River Operations

0-2745 Harza Engineering Company – Slope Protection Study

0-2747 Operation of TN River & reservoir System

0-2748 Investigation of Concrete Curing Compounds  1940

0-2750 Limestone Creek

0-2751 Similarity of Hydraulic Model Tests

0-2753 The Restoration of Economic Equality

0-2755 The Look Ahead in Flood Control

0-2756 New Hopes for Rural Electrification

0-2757 Golden Gate Bridge  1938-1938 Report

0-2759 Subriver Solution Cavities in the Tennessee Valley

0-2760 Erosional Topography & Erosion

0-2762 Tennessee Valley Water Supply

0-2763 Building a Strong Nation

0-2764-10 Hearings  Public Resolution No. 83    Part 10

0-2764-12 Hearings on Public Resolution No. 83  Part 12

0-2764-13 Hearings on Public Resolution No. 83  Part 13

0-2766 Economic Design of Waterways & Gates for Hydroelectric  Develop.

0-2772 Power Driven Soil Resistance Recorder   1939

0-2773 Principal Bridges in Tennessee River Basin 

0-2775 TVA Construction Projects

0-2777 Preliminary report on Leakage Investigation at Great Falls Dam

0-2778 Preliminary Recommendations for Locks,  Riverton, Al – Knoxville TN

0-2779 Stability Analyses of Powerhouses

0-2780 Instruction for the Use of Inspection Notification Stamps

 

 

Box 74

0-2781 Influence of Vegetal Cover in Flood Control

0-2782-3 Manual for Inspection of Earth Dams

0-2783 National Defense:  The Role of the Southeast & TVA

0-2783 Tennessee River Navigation Charts

0-2785 Navigation Conditions on the TN River

0-2785R Navigation Conditions on the Tennessee River

0-2784 Preliminary Analysis – Improvements on Tributaries of TN River

0-2787 TVA  Electricity Rates

0-2788 Our National Resources

0-2792 Recommended Minimum Standards for Illumination

0-2793 Suggestions for reorganization of TVA  1936

0-2794 Tennessee River Terminal Development

0-2795 A Unified Terminal System for the Tennessee River

0-2796 Possibilities for Hydroelectric Development  Report 0-2796

0-2796S Possibilities for Hydroelectric Development  Report 0-2796S

0-2797 Legislative Background  of TVA

0-2798 Petrography of Aggregates From TVA  ( with Photos)

0-2799 Construction Program of the TVA

0-2802 Report on the Mill-Pond Dam at Newport Tennessee

0-2806 Aerial Mapping By TVA

0-2807 Method of Predicting the Runoff From Rainfall

0-2808 Index of Reports

0-2809 The Tennessee Valley Experiment

0-2810 Overcomes Problems in Welding Wrought Iron Bridge Decks 

0-2811 Possum Kingdom Dam & Power House  Brazos River Texas

 

Box 75

0-2812 Cumberland Basin Sub-Committee Progress Report

0-2813 Foundation Experiences, TVA

0-2814 Construction of a Small Hydraulics Laboratory

0-2815 Review of the Malaria Control Program

0-2816 Temperature of Hales Bar, Great Falls, Parksville & Toccoa

0-2818 Study of Paint Specifications for Reservoir Property Management

0-2820 Flood Damage at Chattanooga Still Dire

0-2821 Calyx Drilling Operations At Fort Peck Dam

0-2822 Second National Surveying Teacher’s Conference 1940

0-2828 Field & Model hydraulic experiments – Boulder Canyon Projects

0-2829 Teaching Grandmother How To Spin

0-2830 National Significance of the TVA Power Program

0-2833 Bibliography Magazines Reprints, Norris, Wheeler Pickwick

0-2834-1 Water Control Operations – Progress Report No. 1

0-2835 Great Falls Project Investigations of Reservoir Leakage

0-2836 Depreciation Study of Tennessee electric Power Company Properties

0-2837 The Tennessee River Development

0-2838 Major Subregions of the Tennessee Valley

0-2840 Forest  and Human Welfare

0-2841 Selected Bibliography on Soil Mechanics

0-2842 Important Dams  March 1940

0-2843 Natural Establishment of Pine in Abandoned Fields in Piedmont Region

0-2845 General Summary of TVA Accomplishments to July 1, 1940

0-2846 Multiple-Purpose reservoir Operation

0-2847 Asphalt Grouting for Waterproofing & Stopping Leakage

0-2848 Drainage Basin Maps of Tennessee River & Tributaries

Box 76

0-2851 Review of The Program of Water Control on the Land  Aug 1940

0-2853 Annotated Bibliography of Reports –  Section 22 TVA Act

0-2855 Electric Property Acquisition by TVA

0-2856A Appendix I – Report on Investigation of Draft Tubes

0-2858 The Engineer & National Defense

0-2661 Local Effects on Development of Major Tributaries – East TN Valley

0-2662 Subcommittee on Economic Effects of Water Control Projects

0-2864 Bordeaux Steam Plant

0-2865 Proposed Bordeaux Steam Plant  Nov 1939

0-2866 Case  TN Electric Power Co  - Bordeaux Steam Plant

 

Box 77

0-2867 Data on Steam Power Costs

0-2868 Steam Plants Preliminary Study

0-2869 Power Flow Study

0-2871 Geology of Steam Plants Sites Clinch & Emory Rivers

0-2874 The Power Development of the TVA

0-2875 Esthetic Responsibilities of the Engineer

0-2877 The Bonds Strength of Rusted Deformed Bars

0-2878 Material Given to Investigating Committee by General Office Engineer

0-2879 Soil Mechanics & Foundations

0-2880 Sight Distances

0-2881 Flood Control Methods- Physical & Economic Limitations

0-2883 Engineering for the TVA

0-2885 The Age of the Earth

0-2886 Forestry & Wildlife Activities

0-2887 Industrial Injury Experiences

 

Box 78

0-2888 Cumberland River Drainage Basin – Summary & Report

0-2889 Paint Program of Specifications & Standards Section

0-2891 Design & Construction of Stabilized Bases

0-2892 Aeration of Spillways

0-2892-S Aeration of Spillways  - Closing Discussion

0-2896 Tenure Status & Land Use Patterns in the Corn Belt

0-2899 Emergency Construction Program of the TVA

0-2900 The Storms That Caused the Floods

0-2901 Flood Damages in General – Flood of Aug. 1940

0-2902 Talk at Asheville Meeting of ASC

0-2903 Discussion – Trends in the Power Plant Space Limits

0-2906 Foundation Experience of TVA – Final Discussion

0-2907 The Emergency Program of the TVA

0-2909 Plane Coordinates, Elevations & Description of Stations

0-2911 Report of Flood Committee

0-2913 Problem Presented by Deep Solution Cavities in Cam Construction

0-2914 The Armament of a Democracy

0-2916 Water Conservation & Flood Protection

0-2917 Departmental Motion Pictures

0-2919 The Decentralized Administration of Centralized Authority

0-2920 Gila River Sub-Committee

0-2923 Model Studies of Overflow Spillway Section

0-2924 Masonry Dams – A Symposium

0-2925A Foundation Experiences, TVA  A Symposium

0-2926 Correlation of Sodium Sulfate With Freezing & Thawing Results – River Gravel

0-2927 Colorado-Big Thompson Project  -Green Mountain Dam

0-2928 Stone & Webster Hydraulic Division Standards

0-2931 Important Reservoirs in the U.S.

0-2932 All-American Canal System

0-2933 Geology of The Savage River, MD. Dam & Reservoir

0-2934 New Industries in the Tennessee Valley

0-2978 TVA Speeds Construction Work to Add 300,000 KW in 20 Months

0-2999 Stresses & Reinforcement Steel – Grand Coulee Dam

0-3000 Laboratory Procedure in Testing Earth Dam Materials

0-3004 Portland Puzzolan Cement used in Spillway Dam – Bonneville Project

 

Box 79

0-3005 Design Data  Nov. 1933  Department of Interior – Bureau of Reclamation

0-3024 Allocation of the TVA Projects

0-3025 Fundamental Principles of Water Planning

0-3026 Construction Plant Operations

0-3027 Comparative Data of Inboard Power Boats

0-3028 TVA Activities  - 1940

0-3030 Power Planning in the TVA

0-3031 Resume of Methods Employed in Preparing Quadrangle Maps

0-3034 Miami Conservancy District - 1931

0-3035 Forms for Architectural Concrete

0-3036 Architectural Concrete for Small Buildings

0-3037 Francis Turbine Installations – Norris & Hiwassee Projects

0-3039 TVA and the Midwest Farmer

0-3040 The Operation of the Multi-Purpose Projects of the TVA

0-3041 Current of Influence  - By L.W. Wallace  1940

0-3043 History of L&N Railroad in East Tennessee

0-3046 Recreational Opportunities in the Tennessee Valley

0-3047 Factors – TVA Structures to Be  Superior to Similar Projects

0-3048 Dam Failures

0-3049 Numbering System for All Drawings

0-3052-1 Field & Equipment Used in Sampling Suspended Sediment  Report #1

0-3052-2 Equipment Used for Sampling Bed-Load & Bed Material  Report #2

0-3050-3 Analytical Study of Methods of Sampling Suspended Sediment  Report #3

0-3050-4 Methods of Analyzing Sediment Samples  Report # 4

 

Box  80

0-3050-5 Laboratory Investigations of Suspended Sediment Samplers  Report #5

0-3050-6 The Design of Improved Types - Suspended Sediment Samplers Report 6 

0-3050-7 New Methods for Size Analysis – Suspended Sediment Samples Report 7

0-3050-8 Measurement of the Sediment Discharge of Streams Report #8

0-3050-9 Density of Sediments Deposited in Reservoirs  Report # 9

0-3050-10 Accuracy of Sediment Size Analysis Made- Bottom Withdrawal Tube Method  Report.#10

0-3050-11 The Development & Calibration of The Visual-Accumulation Tube -#11

0-3050-12 Some Fundamentals of Particle Size Analysis Report #12

0-3050-13 The Single-Stage Samplers for Suspended Sediment  Report #13

0-3050-14 Determination of Fluvial Sediment Discharge  Report #14

0-3050-D Comparative Field Tests on Suspended Sediment Samplers

0-3052 The Design of The Construction Plants for Powerhouse Extensions

0-3053 Property Settlements in TVA Reservoirs

Box 81

0-3054 A National Partnership

0-3055 Engineering Geology in the Program of the TVA

0-3057 TVA, Builders of Dams

0-3058 Bearing Capacity of Foundation Piles

0-3059 Milan – Industrial Contracts

0-3062 The Watauga Project – Flood Control, Navigation Super Prime Power

0-3063 Holston River Power Company- A Public Utility Standpoint

0-3064 Application of Holston River Power Company

0-3064A Holston River Power Co.

0-3065 Examination of Water Power Sites on South Fork of Holston River

0-3066 Holston Development – Preliminary of Cost of Railway & Hwy  Bridges

0-3067 Holston River Power Studies

0-3068 Proposed Hydro Stations No.1 & 2 Only – South Fork of Holston River

0-3069 Power Study for Proposed Hydro Plant #1 on South Fork of Holston

0-3070 Proposed Hydro-Electric Stations of South Fork of Holston River

0-3071 Report on Holston River Hydro-electric Project in TN & NC

0-3071A & 03072  Hydro Electric  in oversize box 690

0-3073 Report on Application for License – Holston River Power Co Project 361

0-3074 Proposed Water Development – Watauga River

0-3075 Flood Control for Upper French Broad River

 

Box  82

0-3075S Flood Control for Upper French Broad River & Tributaries

0-3077 The Conduct of Business Enterprises by The Federal Government 

0-3078 Operations History of The Ocoee No 2 Hydro Plant

0-3079 Proposed Reservoir near Paducah

0-3080 The Mississippi River – Historic Description of Flood Control  1940

0-3081 Seminar on Administrative Organization

0-3082 Seminar on the Economics of Multiple-Purpose Project   (part)

 

Box 83

0-3082 Seminar on the Economics of Multiple-Purpose Project  (cont.)

0-3084 Social & Economic Characteristics of 6 TN Reservoir Areas

0-3085 The South Prepares for Defense – March 20, 1941

0-3086 Report for 1940 Appalachian Forest Experiment Stations

0-3090 Trends & Development of the TVA Power Program

0-3091 Laboratory Investigations Of Soils At Flushing Meadow Park

0-3092 Water Level Fluctuation for Malaria Control

0-3094 Administrative Aspects of Regional Planning in the TN Valley

0-3095 Organization of an Effective Safety Program on Construction Operations

0-3096 Divided Highway Design –I

0-3097 Repairing Damaged Concrete on the Face of Spaulding Dam

0-3098 Pattern of Ground Water Flow & Solution

0-3099 TVA Hydroelectric Stations  - Electrical Design

0-3100 Fort Peck Slide

0-3101 Our Natural Heritage

0-3102 Interpretation of Tests on Silt Samplers

0-3103 The National Heritage

0-3104 Report of Investigation of the Projects of the TVA

0-3105 Third World Power Conference – Second Congress on Large Dams

0-3106 Safety Factors in Earth Dams

0-3107 Third World Power Conference – Second Congress on Large Dams

0-3108 Second Congress on Large Dams  1936  General Report –Question III

0-3109 Section V, Paper No 15 Tidd and American Gas Association

 

Box 84

0-3110 American Power Plan

0-3111 Freezing & Thawing of Concrete   by Andrew Komora

0-3112 Property Surveys by Photogrammetry

0-3113 Industrial Development & Interregional Freight Rates

0-3114 Construction Program Ocoee Dam #

0-3115 Construction Program Apalachia Project

0-3116 Report on Construction Program Creek Dam

0-3117 Ownership and Operating Cost & Performance Data –  Const, Equip.

0-3119 Chargeable Injury Experience

0-3120 Report of Traffic Committee

0-3122 Paint Inspection of Tour of Locks & Dams   Upper Mississippi River

0-3123 Some Experimental Investigations of the TVA  Hydraulic Lab.

0-3133 Trends & Development of TVA Power Program

0-3134 Ocoee River Project No 3.

0-3135 Apalachia Project on the Hiwassee River

0-3136 Possible Development of the Haysville Project on the Hiwassee River

0-3137 Possible Development of the Nottely River Project

0-3138 Public Utility Financing & Recent Trends & Significant Factors

0-3139 Model Tests on Hydraulic Structures – Safe harbor & Holtwood

 

Box 85

0-3141 Permeability Testing

0-3142 Water Control Planning

0-3143 Studies of the Pollution of the Tennessee River System

0-3144 Questions Pertinent to the TVA Construction Program

0-3152 The TVA & National Defense

0-3153 Ozone & Exposure Tests

0-3153-S Ozone & Exposure Test Supplement

0-3154 Probable Advantages on Macmillan Ring-Free Oil

0-3156 Wolf Creek Dam & Reservoir

0-3157 Prospective Commerce on the Tennessee River

0-3158 Form & Arrangement of Specifications

0-3159 TVA Celebrates 8th Birthday

0-3162 Waterville Hydroelectric Development

0-3164 Operation Experiences, Tygart Reservoir

0-3165 Big Waters on Little Streams

0-3167 Relationship of the Cumberland River Basin Development to the TVA

0-3168 Instructions to Inspectors at Cement Plants

0-3169 Construction Education For Civil Engineers

0-3170 Reconnaissance of the Lower Cumberland River

0-3171 Preliminary Geologic Report –Cumberland River Dam Site mile 7.2

0-3174 Regulations Governing the Form but not the Substance of Standards

0-3175 Experimental Study of Effects Produced by Uplift – Cracked Cantilever

0-3176 Operation of Tiltmetor at Seminoe Dam, Wyoming

0-3177 Excavating Engineering Manual – TVA Job Management

0-3184 Factual Data   by H. P. Maxton

Box 86

0-3185-2R Preliminary Selection of Hydraulic Turbines & Powerhouses Dimensions 

0-3186 Resources & National Defense

0-3187 Report of Chief Engineer  1941 – 1956

 

Box 87

0-3187 Report of Chief Engineer  1957 – 1967

                          

Box 88

0-3187 Engineer Design & Construction Report of The Manger 1968 –1975

0-3188 Wall Street Journal Editorial

0-3189 Excerpts of Address – Major General E. Markham – St. Louis March 1937

0-3190 Leakage Throughout Abutments & Reservoir Divide – Great Falls   July 25, 1941

0-3190-2 Leakage Throughout Abutments & Reservoir Divide – Great Falls  Nov 24, 1943

0-3192 Report on Conditions of Concrete in Dams, Locks & Powerhouses

0-3192S Report on Conditions of Concrete in Dams, Locks etc. Second Inspection

0-3196 The Hydraulic Jump in Sloping Channels

0-3197 TVA Hydroelectric Station Electrical & Mechanical Design

0-3199 Possible Development of the Fontana Project on the Little TN River

0-3200 Possible Development of the Douglas Project on the French Broad River

0-3200-1 Douglas Project – Summary of Recent Investigations

0-3200S Possible Development of the Douglas Project on the French Broad

0-3202 Silt in Cheoah Reservoir

0-3203 A Brief Account of Maps & Surveys Division

0-3206 Artificial Cooling of Concrete Dams

0-3207 Transmitting A statement of Flood Control

 

Box 89

0-3209 Agreement  Between TVA & Aluminum Company of America  1941

0-3210 Similitude of Hydrodynamic Phenomena – Water  Mixed with Air

0-3212 Aeration of Spillways

0-3213 Availability of Electric Power – Manufacture of Calcium Metophosphate

0-3214 A Decade of recreational Activities in the Valley

0-3215 TVA Power Serves 405,000 Customers in Six States

0-3216 The Story of the Tennessee River and Its Dams

0-3217 TVA General Manager Reviews Progress in the First & Years

0-3218 Tennessee River is the “Inner Citadel” of our National Defense

0-3219 Improvement of the River Was  Urged Early as 1820

0-3220 75 Different Minerals Located in the Valley

0-3221 TVA And CCC Have Planted 61 Million Seedlings

0-3222 The Way Out Shown on 3,000 Demonstration Farms

0-3223 TVA Labor Policy Model For the Nation

0-3224 Fresh Peaches & Strawberries at Christmas Time

0-3225 First Known Dwellers in the Valley

0-3226 Fine China is Made From Native Clays

0-3227 Sport Fishing on the Great Lakes of the South

0-3228 Norris A Reservoir Protects Fish Eggs in Alabama

0-3229 When the TVA Battled for Its Life in the Courts

0-3230 The TVA Works for A Healthier Region

0-3231 A Giant Goes to War

0-3234 Comparison of the Upper Mississippi & Tennessee River Navigation

0-3235 Tuckaseigee Project

0-3236 The Great Copper Desert Will Bloom Once More

0-3237 Preparing reservoirs Costly As Dams

0-3238 Aerial Mapping of the Tennessee Valley

0-3239 How to Net $425 on Two Acres of Turnips

0-3240 Electricity for 4,700 North Georgia Farms

0-3241 You Work Backward in Planning Dams

0-3245 Wailed Dove-Hermiston Corporation Products – Coal Tar Coatings

0-3247 Report of the Great Plains Drought Area Committee  Aug 1936

0-3248 Skillet Tests – Knoxville Paint Laboratory

0-3250 Water Power Projects Data Gathered on Inspection Trips

0-3251 Summary Showing Progress on Tributary Investigations to Date

 

 

Box 90

0-3252 Upper Mississippi River Navigation Improvement

0-3253 Progress Photographs of River & Harbor Construction

0-3254 Summary of All Costs for Diversion & Care of Water

0-3255 Prevention of Cavitation in Sluice Design

0-3256 Masonry Dams A Symposium

0-3257 Masonry Dams  A Symposium  -

0-3258 Masonry Dams  A Symposium  -

0-3259 Cavitation in Outlet Conduits of High Dams

0-3260 The Influence of Vibration, Consistency - Concrete

0-3261 Fort Peck District – Fort Peck Project

0-3262 Fort Peck Project

0-3263 Denison Dam & Reservoir Project

0-3264 Construction Methods & Progress on the Main Embankment – Denison

0-3265 Depth of Rock in the Southern Appalachians

0-3266 Journal – Western Society of Engineers

0-3267 Development of a Region’s Resources

0-3268 Economic & Social Influences of the TVA

0-3269 Planning & Economic Heritage For Tomorrow’s Children in the South

0-3271 Central Power Plant University of Tennessee Data & Expansion Program

0-3273 An Economical Forest Inventory Method

0-3274 Tree Crops for the Tennessee Valley

0-3275 Prospective Demand & Supply in the railway Freight Services

0-3276-2 Proposed River Terminals Tennessee River  Vol. II

0-3277 Principal Physical Features, John Martin Dam

0-3279 25  New Industries Established in the Last Two Years

0-3280 Improved river Goal of Leaders of Past

0-3281 TVA Experimental Plant Foods tested in All Sections of U.S.

0-3282 Low-Cost Electricity Attracts Industries to This Section

0-3283 North Carolina Hydro Plant Dedicated  Glenville

0-3284 TVA Emergency Programs – Power Development on Hiwassee River

0-3286 TVA Construction And National Defense

0-3287 Correct & Incorrect Methods of Handling Concrete & Concrete Materials

0-3288-1 Proposed Recommended Practice for Measuring, Mixing Concrete 2/1940

0-3288-2 Proposed Recommended Practice for Measuring, Mixing Concrete 9/1940

0-3290 Fontana Project – Preliminary Design for Gravity Dam

0-3291 Fontana Project – Choice of Buttress Section

0-3292 The TVA Program – The Regional Approach to General Welfare

0-3295 Surface Runoff Determination From Rainfall Without Using Coefficients

0-3296 The Power Operation to the TVA

0-3297 API-ASME Code  1938 – Unfired Pressure Vessels – Petroleum Liquids

0-3298 Mobil  Industrial X-Ray

Box  91                                                                                  

0-3299 Silting of Cheoah Reservoir

0-3301 Simplicity of Design Materials Suitable for Construction

0-3302 Marshall Ford Spillway Bridge

0-3003 Safety, Accident, Prevention & Compensation Insurance

0-3310 Excerpt “Man’s Blind Attack On Nature”

0-3311 The Proposed Development of the Hiwassee River

0-3312 TVA Program  - Text & Pictures from Architectural

0-3313 Aerial Survey And Mapping for the TVA

0-3314-2 Second Interim report – Walthall Process for Alumina Purification

0-3314-3 Third Interim Report – Walthall Process for Alumina Purification

0-3314-4 Fourth  Interim Report – Walthall Process for Alumina Purification

0-3315 Water No More

0-3318 More Dams Likely on Cumberland River

0-3324 Approximate Performance Steam Station Construction

0-3327 Energy Loss at the Base of A Free Overfall

0-3328 Clearing Reservoir In Mountainous Terrain

0-3329 Watauga & South Holston Projects

0-3330 Chemical Analysis for the Determination of Alkalies in Portland Cement

0-3331 Unusual Events & Their Relation to Federal Water Policies

0-3332 Artesian Conditions in the Lower Tennessee Valley

0-3333 Wolf Creek Dam & Reservoir

0-3334 Dale Hollow Dam & Reservoir

0-3335 Center Hill Dam & Reservoir

 

Box 92                     

0-3336 Iron Ore Producing Regions of the Western Hemisphere

0-3337 Ink Eradicators

0-3338 Laboratory Test & Field Methods for Rolled Fill Embankments – Kentucky

0-3341 Field Control For Tamped Earth Structures

0-3342 Research for Flood Control Data  - Article

0-3345 Black Larvacidal Oil for Mosquito Control

0-3347 Prototype Lock Hydraulics Tests – To Verity Model Experiments           

0-3358 trends & Development of TVA Power Program       

0-3359 Preliminary Report on Dolomite Deposits in the Tennessee Valley

0-3360 Status of Construction Project -  Federal Construction Agencies

0-3361 Allis- Chalmers – Kentucky Turbines

0-3362 Rudy’s Turbidimetric Methods – Sulfuric Anhydride in Portland Cement

0-3363 The River Speaks  - 1942

0-3364 The Watauga-South Holston Project Areas

0-3366 TVA’s Wartime Program

0-3367 Water Requirements  At Kingston & Elizabethton, TN

0-3368 Technique of Determining Shearing Strength of Soils

 

Box 93

0-3369 Geology of the Fines Creek Dam Site – Big Pigeon River, NC

0-3370 The New Hydroelectric Generating Stations

0-3371 Hydraulic Studies of Conservation Structures at Outdoor Lab

0-3372 The Fines Creek Project – Pigeon River

0-3373 The Melton Hill Project

0-3374 Abrasion of Beach Sand

0-3375 Manganese  - Upper East Tennessee

0-3376 Establishment Report  Henderson County, TN

0-3377 Highway Design Practice in TVA Reservoir Areas

0-3378 Field Control

0-3379 Trends in Transportation

0-3381 Highway Construction Methods Used by the TVA

0-3383 Personal Notes on the St. Lawrence seaway

0-3384 Progress Reports of  Waterville Dam    (ALL PHOTOS)

0-3386 Colorado River

0-3387 Water Power Equipment

0-3388 Hydraulic Turbines & Auxiliaries

0-3389 Hydraulic Turbines

0-3390 The Story of Hoover Dam  Jan 1935  Vol. 1, 2, 4, 5

0-3391 Mees & Mees Incorporated Engineers

0-3392 Wolf Creek Dam

0-3393 Drainage Areas – Tennessee River & tributaries, Caney Fork River

0-3393-R Drainage Areas  Tennessee River Caney Fork River

0-3396 Tests of Structures for Hydroelectric Developments

0-3397 H.A. Kuljian & Company – Construction Firm

 

Box 94

0-3398 Cisco Dam – Hollow Dam with Notable Design Features    

0-3399 Historical Charts                                                        

0-3400 The Military Engineer -  article: Care of Instruments in Unfavorable Weather

0-3402 Fine Dam Roads For The TVA

0-3403 Tennessee River Basin Steam Flow Charts at Dam Sites                  

0-3404 Geology of the French Broad River Basin

0-3405 Chambers Creek & Yellow Creek

0-3406 Reservoir Filling

0-3407 Paint Rock River

0-3408 Review Report on Paint Rock River

 

Box 95                                                                       

0-3410 TVA In National Defense

0-3313 Savings Through Balanced Design

0-3414 Preliminary Report – Lower Clinch River Investigations

0-3415 Laboratory Technical Memorandum for Construction & Use of Flow Nets

0-3417 Annual Report  1942   Committee For Administration of Section 26A

0-3418 Labor Relations on TVA Projects

0-3419 TVA Typical Specifications for Highway Construction                   

0-3420 Appraisal of Mineral Rights – Appalachian Marble Co

0-3424 Results of Investigation – Pozzolith in Concrete

0-3426 Southern River Lumber

0-3427 Wilbur Dam Water Rights

0-3428 Future Steam Plants

0-3430 Men, Earth & Concrete Swell TVA Power

0-3431 Hydraulic Design of Drop Structures for Gully Control

0-3432 Nantahala Tunnel

0-3432-S Addendum to Nantahala Tunnel

 

Box 96

0-3433 Resistance of TN River Gravel & Sand to Freezing and Thawing

0-3434 Geology of Dam Sites in Upper French Broad Basin

0-3435 Interstate Water Compacts 1785 - 1941

0-3437A Evaporation From A Free Water Surface

0-3439 Investigation of TVA Technical Development

0-3440 A Summary of the Theory of Oscillatory Waves

0-3441 Automotive Rust Inhibitors

0-3441S Supplement Automotive Rust Inhibitors

0-3443 The Devil Jumps Steam Plant Sites

0-3444 Temperature Control of Mass Concrete

0-3445 Horizontal Construction Joints

0-3446 Proposed Tennessee River Terminals at Knoxville, Chattanooga, Guntersville

0-3446S Proposed TN River Terminals at Knoxville, Chattanooga, Guntersville  Supl.

0-3448 Cavitation in Hydraulic Structures & Machines

0-3449 Claim of J. Hambry (well)

0-3450 Report on Junaluska Dam

0-3453 The Design of recent TVA Projects

0-3461 Permeability of Mud Mountain Core Material

0-3462 TVA in National Defense

0-3463 Records Inventory and Archives Index

0-3464 Contact  TVA & Louisville Nashville RR for Relocation – Kentucky

0-3466 Lebanon, Tennessee Substation

0-3467 Classification - Highway Bridges in Strategic Mapping Area – NY

 

Box 97

0-3468 Regional Resources Development

0-3469 Survey of Bear Creek

0-3470 Viscosity  and Surface Tension Effects on V-Notch Weir  

0-3474 Water resources of Holston river Basin

0-3474 Supplemental Report – Coal Requirements

0-3475 Hydraulic Break Fluids

0-3476 Montaup Installation – Supplemental Paper

0-3478 Engineering for the TVA

0-3480 Design of Reinforced Concrete Culvert Pipe

0-3481 The Design of Differential Surge Tanks

0-3482 Steam Plant Sites in the TVA Region

0-3485 Maximum Conservation Gained at Military Posts

0-3486 Electric Loads in Army Barracks & Military Posts

0-3487 Reports of Officers Board Of Directors St. Francis Levee Ark. 1942-44

0-3487 Reports of Officers Board Of Directors St. Francis Levee Ark. 1947

0-3487 Reports of Officers Board Of Directors St. Francis Levee Ark. 1951

0-3488 Manual of Building Blackout

0-3489 Design for TVA War Construction

0-3490 Wolf Creek Dam  Analysis of Design

 

Box 98

0-3492 Dale Hollow Dam  Analysis of Design

0-3495 Center Hill Dam  Analysis of Design

0-3499 Office Standards for Construction Plant Division

0-3503 Flow in Curved Pipes

0-3506 Food Can Become the Most Critical of All War Materials

0-3507 Benefits Derived by the Highway Departments Through Cooperation

0-3508 Analysis of Industries using Mineral Raw Material

0-3512 Report  1943-44 Power Supply

0-3513 Geology of  New Prospect Mine

0-3514 New Prospect Mine

0-3515 School of Mines and Metallurgy

0-3518 Flood Controlled in Tennessee Valley

0-3516 New Prospect Property

0-3519 Rural Electrification for The Home

0-3520 Old Steam Plants of the TVA

0-3522 TVA – Ten Years of Concrete

0-3523-R2 Industrial Water Supplies of  The Tennessee Valley Region

 

Box 99

0-3524 Evaporation From Lakes & Reservoirs

0-3525 Report on Investment  June 1941

0-3525 Artificially Recaptured Stream in Grainger County, TN

0-3526 TVA  And The War  - Message by David Lilienthal

0-3529 Tygart Reservoir

0-3530 Engineering Science & Management War Training

0-3532 Water Resources of French Broad River Basin Vol.1

0-3533 Raising of the Swann & Walters Bridges

0-3535 The Clays of West Tennessee

0-3536 Model Tests for Tygart Dam

0-3537 Possibilities For Future Development of Upper TN Basin

0-3538 Economic Geology of Big Bear Creek Valley

0-3541 Translatory Waves on The Clinch & TN Rivers & Wheeler Reservoir

0-3542 Major Bridge Raising Problems

0-3543 Inspection of Materials in War Time

0-3544 TVA Today

0-3545 Report – Government Purchasing Commission of the Soviet Union in U.S

0-3546 Flow Characteristics at Rectangular Open Channel Junctions

 

Box 100

0-3547 Regionalized Freight  Rates – Barrier to National Productiveness

0-3551 Hydraulic Turbine Practice of the TVA

0-3552 Analysis of Stress in Rock Surrounding Tunnels

0-3554 Memo: to The Designing Section

0-3555 Memo :  Investigation of Enamelite Characteristics – Grouting

0-3556 The K.E.K Stereoscopic Plotter

0-3557 TEPCO vs. TVA  Brief for Appellees

0-3557-I TEPCO vs. TVA  Appendix I

0-3557-II TEPCO vs. TVA  Appendix II

0-3559 Opportunities After The War

0-3562 Valuation of Benefits & Costs of Flood Control Measures

0-3563 TVA Ten Years Old in May

Box  101

0-3564 Steam Pollution

0-3566 Importance of Flood Control at Chattanooga

0-3568 The Engineering Development of the TVA

0-3569 The Hydraulic Jump in Sloping Channels

0-3570 Forman Training Program

0-3571 Rural Population Distribution – Public Works Projects & Programs

0-3572 Summary of reports on New Prospect Mine

0-3573 Geology of the Chilhowee Dam Site

0-3574 Geology of the  Nemo Dam Site

0-3575 Geology of the Nolichucky Dam Site

0-3576 Transparent Scales Made From Photographic Film

0-3578 Laboratory Procedure – Testing Soils & Sediment

0-3579 Laboratory Procedure in Testing Earth Dam Materials

0-3581 USSR Project Nariad 12677 Design Report

0-3583 Stream Gaging Procedure      

0-3587 National Resources Planning Board June 1942

0-3591 Post War Agenda

0-3592 The Future of Transportation  Building of America

0-3594 National Roster of Scientific & Specialized Personnel

0-3595 Congressional Records 77th Congress Post War Works Construction

0-3696 State Planning  June 1942

0-3598 Basic Principles of Hydraulic Design

 

Box 102

0-3600 Floods of  May 1943  in Mid-Western U.S.

0-3601 Reclamation Handbook   Conservation Bulletin # 32

0-3604 Meet World’s Champion Dam Builder

0-3607 USSR Project Nariad  126757  Design Report

0-3608 Performance of Some Hydraulic Structures - TVA

0-3610 Reverse Faulting in the Paleozoic Strata – Near Camden, TN

0-3611 Geologic Profiles of the Lower TN River

0-3612 Hydraulic Operations of the System of The TVA

0-3613 Design of Hydroelectric Power Stations

0-3614 Geology of the Bordeaux Steam Plant Site

0-3616 Reports on Concrete Available in Engineering Report File

0-3617 Structural Features of TVA Hydraulic Structures

0-3618 Changes in the Commercial Fishery on the TN River

0-3619 Land Cover in Relation to Water Control & Utilization – Upper French Broad

0-3620 Foundation Treatment for Douglas Dam

0-3620-1 Foundation Treatment for Douglas Dam

0-3620-2 Geology  & Foundation Treatment Fort Loudoun Dam 

0-3621 Properties Managers’ TVA Program Conferences

0-3622 Unusual Cut-Off Problems & Dams of the TVA

0-3623 Preliminary Estimate of Cost for 10 Projects

0-3624 Public Works Projects

0-3625 Advance Report on the Sedimentation Survey of Lake Purdy

0-3626 Cartographic Summary of U.S. Census Data 1930

0-3626S Cartographic Summary of U.S. Census Data 1930 Supplement

0-3627 Brief Instructions of Methods of Gully Control

0-3628 USSR Project  Nariad 126758  Design Report

 

Box  103

0-3629 Reservoir Volumes Allotted to Silt

0-3630 Colorado River Desilting – At Imperial Dam

0-3631 Unified Development of TN River & Its Tributaries

0-3632 Depreciated Value of Property Acquired From TN Utilities Corp.

0-3632R Depreciated Value Of Property Acquired From TN Utilities _ Revised

0-3633 Postwar Photogrammetry in U.S

0-3634 Advances in Basic Hydraulic Design

0-3635 Stability & Stiffness of Cellular Cofferdams

0-3639 Health Safety For TVA Employees

0-3640 The Case Against TVA

0-3642 Geology in Highway Engineering

0-3643 Measurement of Pore Pressure in Earth Dams

0-3646 TVA Now –  Report To Congress

0-3647 Unusual Cutoff  Problems – Dams of The TVA

0-3648 Discussion of Geology In Highway Engineering

0-3649 Forgey Creek Project

0-3650 Bachman Ford Project

0-3651 Women in Surveying & Mapping

0-3652 USSR Projects Nariad 126770  Design Report

0-3653 Problems of Colorado River Basin & Economic Feasibility of Bolder Project

0-3654 Power Planning in Multi-Purpose Projects

0-3655 Reservoir Economics

0-3656 Principles of Planning, Conservation & Utilization

0-3657 Bibliographies for Basin Studies

0-3658 The Multiple- Purpose Project

0-3659 Apprentice Training Program of the TVA

0-3660 Sandblasting

0-3661-1 Progress Report #1 Head Increaser Powerhouse

0-3661-2 Progress Report #2 Head Increaser Powerhouse

 

Box 104

0-3662 Field Procedure for Installing Embedded Instruments in Boulder Dam

0-3663 The Electric Strain Meter

0-3665 USSR Project Naiard 126771

0-3666 Proposals for Post-War Programs   Maps & Survey Division

0-3667 The Geology of Various Dam Sites on the Elk River

0-3668 Leakage Correction Experiments at Great Falls, Rock

0-3669 Stabilized Gravel & Crushed Stone Bases

0-3670 Use of Aerial Photographs in Highway Location & Design

0-3671 The Hydraulic Design of Rectangular Spillway

0-3672 USSR Projects Nariad 126779  Design Report

0-3673 Results of Discharge Observations Mississippi River

0-3674 USSR Projects Nariad  126778  Design Report

0-3675 USSR Projects Nariad 126780  Design Report

0-3676 Hydrometeorology

0-3677 The SAF Stilling Basin

0-3678 River Channel Improvement – Final Design Report

0-3679 TVA Maps & Surveys

0-3680 Mineral Waters

0-3681 Post War Highways & Photographs

0-3682 USSR Projects Nariad 126772

 

Box 105

0-3683 Hydrometeorological Report #1  Ompompanoosuc Basin – Vermont

0-3685 The Nolichucky Project  - Draft

0-3687 USSR Projects Nariad 126777  Design Report

0-3688 Time Study Work at TVA Projects

0-3689 Leakage Investigations At Great Falls Dam, TN

0-3690 Leakage Correction Experiments At Great Falls Dam

0-3691 Geology of Experimental Drilling Program At Great Falls Dam

0-3692 USSR Project Nariad 126775  Design Report

0-3704 Silicified Tuscaloosa Gravel in Livingston County, KY

0-3706 USSR  Project Nariad 126773  Design Report

0-3707 Reinforced Concrete

0-3708 USSR Project Nariad 126776

Box 106

0-3709 Estimated Natural Stream Flow At TVA Dam Sites

0-3710 The Mossy Creek  Vs. The Douglas Project

0-3712 Construction Schedules for the Coulter Shoals & Mossy Creek Projects

0-3713 The Control of the TVA Stage Reservoirs – Economical Power

0-3714 Results of Studies of Methods of Reservoir Operation

0-3716 Occurrence of Chert – Great Smoky Formation Graham County, NC

0-3717 Foundation Exploration & Geologic Studies-Cherokee & Douglas Dams

0-3720 Water-Hammer Analysis by the Laplace-Mellin Transformation

0-3721 The New TVA Hydro Plants

0-3722 Granular Stabilized Base Construction of Access & Relocated Roads

0-3728 Spillway Gates & Gate Handling Equipment

0-3729 Water Analysis on Duck, Buffalo & Emory Rivers

0-3730 Basic Hydraulic of Water Storage Projects

0-3731 Operation of Multiple-Purpose Reservoirs – TN River System

0-3732 Stability & Stiffness of Cellular Cofferdams – by Dean p. Tsagaris

0-3733 Stability & Stiffness of Cellular Cofferdams –  A..E. Hedman

0-3734 Translatory Waves In Natural Channels

0-3736 Report on Initial Phases Chestuee Weatershed Project

0-3737 Preliminary Investigations  Holston River   April 1938

0-3739 Clearing TVA Reservoirs For Malaria Control

0-3740 Relationships Between The Tennessee & Cumberland Rivers

0-3741 TVA Power Annual Report 1942

 

Box 107         

0-3741 TVA Power Annual Report 1944 -45

0-3741 TVA Power Annual Report 1950

0-3741 TVA Power Annual Report 1951 – 1965

 

Box 108         

0-3741 TVA Power Annual Report 1967-1975

0-3742 Industrial Health Engineering In the Tunneling Operations

0-3743 Drainage For Malaria Control in TVA Reservoirs

0-3745 Report on Section 13 of The TVA Act

0-3746 Maximum Possible Precipitation – French Broad Basin Above Asheville

0-3748 Clearing TVA Reservoirs Along The Tennessee River

0-3749 Reservoir Clearing in the Tennessee Valley

0-3752 Method for Estimating the Stability of Earth Dams

0-3753 Dynamic Water Pressure- During Earthquake

0-3754 Lumber & Log Production From TVA Reservoirs

0-3755 Burning in the Valley Becomes an Industry

0-3756 Estimated Future Silting in TVA Reservoirs

0-3758 Geologic Conditions At Upper French Broad Conservancy Project

0-3759 Air Entrainment on Spillway Face

0-3760 Swannonoa River Basin - Damages Resulting from Floods

 

Box 109

0-3761 Generation Data Book TEP Co.  1912-1939                  

0-3762 Mechanical Aids in Clearing TVA Reservoirs

0-3763 Cheoah Station  Efficiency Test

0-3764 Calderwood Station Efficiency Test

0-3765 Economics of Photogrammetry

0-3766 Economics of Photogrammetry – Paper by Leon T Eliel

0-3768 The Chestuee Watershed Project

0-3769 Upper French Broad Investigation

0-3771 The Webster-Addie Ring Dike, NC

0-3775 Final Cost of Decatur River Terminal

0-3776 Water Control in The River Channel

0-3777 The Design of Mechanical Auxiliaries – Hydroelectric Plants

0-3778 Limitations in Accuracy of Flood Studies

0-3779 Proposed Mapping Plan For Brazil

0-3780 Statistical Study of Mineral Resources in TVA Territory

0-3781 Final Cost of Chattanooga River Terminal

0-3782 Study of Potential Power Combined TVA-Alcoa System

 

Box 110

0-3783 Studies of Pollution TN River System                         

0-3784 TVA Reservoir Clearance Division Handbook of Safety Practices

0-3785 Fused Tricalcium Phosphate  July 1945

0-3786 Investigation of Rates of Subsurface Drainage

0-3787 Stream Pollution in Tennessee

0-3788 Hydraulic Gate Equipment

0-3789 Final Cost of Knoxville River Terminals

0-3790 Cumberland River and Tributaries                                  

0-3790 Cumberland River & Tributaries Appendix 2  Public Hearings

0-3790 Cumberland River & Tributaries Appendix 3 Meteorology & Hydrology

0-3791 Cumberland River & Tributaries Appendix 4  Nashville Local Protection

Box 111                     

0-3790 Cumberland River & Tributaries Appendix 5  Navigation

0-3790 Cumberland River & Tributaries Appendix 6   Flood Damages

0-3790 Cumberland River & Tributaries Appendix 7   Hydroelectric Power    

0-3790 Cumberland River & Tributaries Appendix 8   Project Description 

0-3792 Allocation of Cost Report – June 30, 1944

0-3793 Stream Sanitation Program

0-3794 Final Cost of Singleton Terminal

0-3795 Great Falls Progress Reports

0-3797 Design Development – Structures of the TVA

0-3798 TVA Hydroelectric Stations

0-3798 TVA Hydroelectric Stations  Presentation

0-3799 Forecast of Physical Resources of TN Valley  1945  Step 1

0-3800 Opportunities for Postwar Development of TN Valley Resources  Step 2

0-3801 Development of TN Valley Resources- Program Suggestions  Step 3

0-3803 Review of Malaria Studies And Control  1945

0-3804 Geology of Wilbur Dam

0-3805 Exploration & Treatment of Dam Foundations

 

Box 112

0-3806 River Development in Various Countries of the World

0-3807 The State Coordinate System

0-3808 Review of Hydraulic Jump Theory

0-3809 Grave Removal in Reservoir Areas

0-3810 Design of Possible Future Steam Plants

0-3811 Tunnel Leakage at Great Fall

0-3812 Waterway Requirements For Highway Structures

0-3813 Structural Features of Hydraulic Projects

0-3817 Paulo Afonso Falls  Brazil  1946

0-3817A Paulo Afonso Falls Brazil  Report

0-3820 Soils Engineering Activities of TVA          

0-3821 Emory River & Tributaries

0-3824 Potential Power in Future Units  Nov 1946

0-3825 General Design and Operation of Multiple Purpose Reservoirs  

0-3827 Laminated Lumber From Low Grade Hardwoods

0-3828 Geology of The Surgoninsville Dam Site

0-3829 Geology of the Dorn Bluff Dam Site

0-3830 Leakage Correction At Great Falls Reservoir

0-3831 Third Hydraulic Conference, Iowa Institute of Hydraulic Research

 

Box 113

0-3833 Studies of the Pollution of the TV River System    

0-3834 TVA

0-3835 The Use of Compressed Air in TVA Hydroelectric Plants

0-3837 Cavitation Symposium – Closing Discussion

0-3838 Final Cost of Harriman Coal Handling Terminal

0-3841 Rainfall in Tennessee Valley  April – Sept     1917-1946                                          

0-3842 Thompson Creek Watershed Project

0-3843 Daily Discharges , Sites Selected for Stream Pollution Abatement Studies

0-3844 The Agricultural Development in the TN Valley

0-3845 Great Falls Leakage Investigation  

0-3846 Blue Ridge Project;  Data for Drawdown Studies

0-3847 Recommendations for the Prevention of Premature Explosions – River Channel

0-3848 Freezing & Thawing Test Results on Chickamauga, Gunatersville & Hiwassee

0-3851 Clearing & Grouting of Limestone Foundations- Symposium

0-3856 Hydraulic Roughness Coefficients for Large Channels

0-3859 Study – Measurement & Analysis of Sediment Loads in Streams

0-3861 Use of Aerial Photography in Property & Misc. Surveying

0-3862 Application of Special Instruments in Surveying

0-3863 Hydraulic Model Investigations of Lock Filling & Emptying  Systems

0-3864 Southeast Region Part I  Power Requirements

 

Box 114

0-3867 Regulations Governing the Impounding of Water

0-3868 Geology of Dam Sites on Metamorphic Rocks

0-3869 Flood Operations of TVA Reservoirs

0-3870 Reservoir Sedimentation Surveys- Objectives & Methods

0-3871 The Silt Investigations Program of The TVA

0-3872 Analysis & Use of Reservoir Sedimentation Data

0-3873 Ten Years of TVA Power in Homes of Tupelo MS

0-3874 Malaria Control Program Responsibilities

0-3875 Practical Application of Experimental Hydraulics

0-3876 Automatic Control of Hydroelectric Generating Stations

0-3877 Hydraulic Models

0-3878 Some Broad Aspects of Limestone Solution in the TN Valley

0-3880 The Electric Power Industry in China

0-3882 Engineering Laboratories of the Bureau of Reclamation

0-3884 Static Problems of Tunnel & Pressure Tunnel Construction         

0-3885 Durability of Concrete Exposed To Natural Weathering

0-3887 Proposed Western Area Steam Plant  New Johnsonville Site

0-3887-S Installation of Additional Hydro – Western Area

0-3888 Budget Administration in TVA

0-3889 TVA Accomplishments & Future Plans Form an Architects Point

 

Box 115

0-3891R Patent Manual  Oct 1951

0-3892 Personnel Administration in TVA  - The Experience of 14 Years

0-3893 Geology of the New Johnsonville Steam Plant Site

0-3893-S Geology of the New Johnsonville Steam Plant Site - Supplement

0-3896 Emory River & Tributaries

0-3897 TVA & Agriculture: A Study in Regional Administration

0-3899 Design Development – Structures of TVA

0-3900 TVA & Resource Development

0-3901 The Prospects of Conservancy Works in China   1946

0-3902 Individualism in Labor

0-3903 The Great Falls Leakage Project  in box  689 (Removed for TVA) returned late

0-3904 TVA  Analysis of TVA Resource Development Programs  

0-3905 Methods & Instruments for Measurement of Performance of Concrete Dams

0-3906 The Association of Engineers in Burma

0-3907 Application of Geology To Tunneling Problems

0-3908 Geology of the Elk River Dam Sites

0-3909 Geology of Proposed Breech Creek Project

0-3910 The Influence of Model Testing in the Development of Lock Hydraulic System

0-3911 Final Cost of great Falls Rim Treatment

0-3912 Chestuee Creek Watershed

Box 116

0-3913 Chilhowee Project

0-3914 Manual for Grave Relocation Activities

0-3915 History of Revolving Crane Operation

0-3917 Manual of Sanitary Standards & Practices

0-3918 Significant Developments in TVA’s Malaria Control Program – 1947

0-3919 Gates & Bulkheads for Emergency Closures

0-3920 TVA Resources & Their Development & Use

0-3921 Letter From A.S. Fry to Engineering News-Record

0-3922 Significance of Pore Pressure in Hydraulic Structures

0-3923 Correcting Reservoir Leakage At Great Falls Dam

0-3924 Geology of Chilhowee Dam Site  Mile 31.6

0-3925 Abstract: Stream Flow Forecasting

0-3926 Investment Allocation Notes TVA June 30, 1945

0-3927 Investigation of Drainage Rates Affecting Stability of Earth Dams

0-3928 Water Control System of TVA

0-3929 Significance of Pore Pressure in Hydraulic Structures

0-3931 Dependable Hydro Capacity in TVA-ALCOC 1951 System

0-3932 Cincinnati Gas & Electric Co.

0-3933 TVA Water Control Program

0-3934 The Hydro Electric Power Commission of Ontario  1947

0-3936 Inventory of Assets of Western North Carolina

0-3937 Surveying & Mapping Activities of TVA

 

Box 117

0-3938 Limestone Solution in the Papaloapam Basin, Mexico

0-3939 Earth Materials  Investigation Manual            

0-3940 Field Manual for Rolled Earth Dams

0-3941 Review of Slope Protection Methods – Report

0-3942 Development of Lower South Fork Holston River  1948

0-3943 Characteristics of Classes of Farms in 10 Sub Areas of the TN Valley

0-3944 Manual of Industrial Hygiene Standards & Practices  1948

0-3946 Forest Values in the Tennessee Valley

0-3947 Report on Stream Sanitation Program

0-3949 Relationships With Soil Conservation Service in TN Valley

0-3950 Federal Inter-Agency Sedimentation Conference

0-3950 New Manufacturing Plants Established in the TN Valley Region  1940-1948

0-3952 Planning & Plant for Heavy Const.  Oversize box 690

0-3953 Welded Steel Penstocks – Design & Construction

0-3954 Effects of Watershed Treatment on Runoff & Erosion – Copper Basin TN

0-3955 Methods & Instruments – Concrete Dams

0-3956 Water Resources Review – Runoff 1921-1945 Normal & Variations

0-3957 Value of Topographic Maps to TVA

0-3958 Large Scale Quarry Blasts

 

Box 118

0-3960 Flood Control Plan for French Broad Valley  Vol. I            

0-3960 Flood Control Plan for French Broad Valley  Vol. II           

0-3960-S Flood Control Plan For French Broad Valley Summary

0-3962 Discussion of Chapter on Flood Routing

0-3963 Hydrologic Manuscript Files – R.E. Horton 

0-3964 Industrial Use of Electric Power in TN Valley

0-3965 Reinforced Concrete Wall & Column Footings

0-3966 Lighting in Construction Work

0-3967 Slope Protection for Earth Dams

0-3968 Petrography & Engineer Properties of Igneous Rocks

0-3969 Multiple Correlation in Forecasting Seasonal Runoff

0-3970 The TVA Mapping Programs

0-3971 Navigation in the Development of the TN Valley

0-3972 Sediment-Load Data in the U.S.

0-3973 Pollution of the Duck River

0-3974 Sedimentation in Reservoirs

 

Box 119

0-3975 Cumberland River & Tributaries – Letter from  Sec. Of  War

0-3977 TVA 

0-3978 TVA Information Series

0-3979 General Outline of Chemical Engineering Activities

0-3980 The Land-TVA & Fertilizer Industry

0-3981 Storms May 8, June 16, 1949  Waynesville, NC

0-3982 TVA Experience with Concrete Aggregate

0-3983 Indian Creek Road, Grainger County TN  Slides  1949

0-3984 Corrugated Metal Baffels for Use in Stilling Water

0-3988 Success Story of TVA

0-3990 Control of the Hydraulic Jump by Sills

0-3991 List of Hydrologic Stations Recommended at Regional Conferences

0-3992 Hydrologic Program of the Federal Agencies

0-3997 Development of Processes for Production of Concentrated Superphosphate

0-3999 Air Pollution in Donora, PA  1949

0-4000 Preparing the TVA Reservoirs for Flooding  (part)

 

Box 120

0-4000 Preparing the TVA Reservoirs for Flooding  (cont.)

0-4002 Erection of Hydraulic Turbines & Generators

0-4003-1 Construction Plant Report  Introduction - Chapter 1

0-4003-2 Construction Plant Report  General Plant Layout & Design  Chapter 2       

0-4003-4 Construction Plant Report  Quarrying  Chapter 4                                       

0-4003-12 Construction Plant Report  Concrete Placement With Cranes   Chapter 12       

0-4003-13 Construction Plant Report  Concrete Placing By Cableways  Chapter 13

Box 121

0-4003-18 Construction Plant Reports  Forms   Chapter 18

0-4003-20 Construction Plant Report Earth & Rock Handling Chapter 20

0-4003-23 Construction Plant Report  Compressed Air Facilities   Chapter 23

0-4003-24 Construction Plant Report  Water Supply Facilities  Chapter 24 

0-4003-25 Construction Plant Report  Electrical Facilities  - Hydro Projects           

0-4003-27 Construction Plant Report  Cooling Systems For Concrete  Chapter 27

0-4003-34 Construction Plant Report  Chapter 34  Reservoir Clearance

0-4003-37 Construction Plant Report  Chapter 37  Ownership & Operating Cost

 

Box  122

0-4003-A Construction Plant Report  Appendix 

0-4006 Concrete Production & Control  (Book)

0-4007 Geology & Foundation Treatment  (Book)

0-4008 Cost of Stream Pollution Abatement

0-4009 Surveying, Mapping & Related Engineering  (Book)

0-4010 Civil & Structural Design  (Book)

0-4011 Electric, Design of Hydro Plants  (Book)

 

Box 123

0-4012 Steel Sheet Piling Cellular Cofferdams on Rock

0-4013 Mechanical Design of Hydro Plants  (Book)

0-4014 Floods & Flood Control (Book)

 

Box 124

0-4015 The Tennessee River Navigation System  (Book)

0-5000 Structural Steel Design of Hydro Projects of the TVA

0-5004 Summary of Current Requirements for Additional Hydrologic Stations

0-5005 Index of Special Tabulation of Hourly Precipitation

0-5006 Operation of TVA  Abstract of Talk

0-5008 River Shipment of Iron & Steel

0-5009 Possibilities for Future Development – Upper TN Basin  Vol. II

0-5010 Notes of Flow-Time Effects in Great Aquifers of the Earth

0-5011 Planning of TVA Multiple Purpose Water Control Project

0-5014 Rock Fill Dams

0-5015 Electric Equipment For Generating Stations

0-5016 Electric Power Industry of Japan  1949

0-5017 Summary of TVA’S Construction Progress  1949

0-5018 Electrical Design of TVA Generating Stations

0-5019 Agglomeration of Phosphate Fines For Furnace Use

0-5020 Discussion of Paper by K.B. Keener

0-5021 Topographic Mapping in TV Valley

0-5023 Floods of August 1940 in the Southeastern States

 

Box 125                  

0-5026 Photoelaxtic Stress Analysis of River Outlets  Hungry Horse Dam

0-5028 Foundation Exploration & Geologic Studies at Cherokee & Douglas Dam

0-5029 Hydroelectric Generation

0-5030 Power Generating Stations – Electrical Design

0-5033 RE:  Foundation Information – Douglas Dan  ( untitled material)

0-5034 Report of Activities – TN Stream Pollution Control Board 

0-5035 Measurement of Structural Behavior Norris & Hiwassee Dam    

0-5037 Policies & Problems – Water Resources of TN Valley

0-5039 Riddle Creek Project – Preliminary Report

0-5041 International Index of Films for Conservation & Utilization of Resources  1949

0-5042 Annual Report  of  Director of Department of Terrestrial Magnetism

0-5043 A.C.I. Manual of Concrete Inspection

 

Box 126

0-5044 Rainfall & Run-Off in U.S.

0-5045 Surface Water Supply of U.S.  1913

0-5046 Solution of Electrical Networks by Successive Approximations

0-5047 Summer Cooling in the War-Air Heating Research Residence –Cold Water

0-5048 Magnitude & Frequency of Floods in Illinois Streams

0-5049 Hand-Firing of Bituminous Coal In The Home

0-5050 Studies in Engineering – University of Iowa

0-5051 Food at the Grass Roots

0-5052 Design & Control of Concrete Mixtures

0-5069 Superphosphate by the Electric Furnace Method

0-5070 Choice of Sites  - Johnsonville   & Widows Creek

0-5071 Construction of Johnsonville & Widows Creek

0-5072 Hydrologic Data  French Broad River Basin  1857-1945

0-5073 Tennessee Electric Power Co.  Report  Section II  Transmission Substation  part

Box 127

0-5073 Tennessee Electric Power Co.  Report  Section II  Transmission Substation cont.

0-5073 TN Electric Power Co. Report Field Inspection Section III Transmission Line

0-5076 Sedimentation Survey of Sheridan County State Lake Kansas

0-5077 Study of Sediment Loads in Cherry Creek

0-5078 Lake Mead Water Loss Investigation

0-5079 Annotated Bibliography of Sedimentation

0-5080 Sedimentation Bulletin # 3 -  Sedimentation Survey –1950

0-5081 Preparation of Research & Engineering Reports

 

Box  128

0-5082-1 TVA Hydroelectric Program

0-5082-2 Operation of TVA Reservoirs

0-5082-3 Electrical Design of TVA Generating Stations

0-5083 Effects of Soil Conservation on Sedimentation in Lake Issaqueena , SC

0-5086 Development of Cumberland River Below Nashville, TN

0-5087 Comparison of Steel & Cardboard Molds – Concrete Test Cylinders

0-5088 Effect of Iron Concretion Selected  - Bixby Dam

0-5089 Tests of Effect of Hot Water & Air Entraining Agent of Concrete Mixes

0-5090 Soap Lake Siphon

0-5091 Power & People

0-5092 Missouri Basin

0-5093 Hearings – Subcommittee  1942  S2361 Agriculture & Forestry

0-5094 Architecture in TVA

0-5099 Investigation of Asphaltic Coatings

0-5101 Panama Canal – Metal Corrosion Investigation

0-5102 Cartographic Activities July 1948-June 1950

0-5103 Hydraulic Characteristics of Howell-Bunger Valve

 

Box 129

0-5104 ASCE  Hydraulics Division Meeting  Nov 1950

0-5106 Certain Flood Problems in TN Valley

0-5107 Development & Use of Absorptive Concrete Form Lining

0-5108 Freezing & Thawing Results of Concrete   1937

0-5109 Preliminary Report on Kingston Site 1950

0-5110 Allocation of Costs as of June 1950

0-5111 Power Market Survey Southeastern Region  March 1950          

0-5112 Panama Canal Report of Protective Coatings Investigation

0-5113 Major Flood Problems in Tennessee River Basin

0-5114 Report on geological Conditions at Strutton Shoals Dam Site

0-5115 Significant Development in TVA Malaria Control Program Through 1949

0-5116 Phosphorus – Chemical Engineering Report #8

0-5119 Design of Major TVA Water Control Structures

0-5120 The Tennessee Valley is Paying Off

0-5121 Management of The Valley Program

0-5122 Hearings – S 1539  Subcommittee 1941  Agriculture & Forestry

0-5124 World Iron-Ore Reserves

0-5125 Discussion of Paper by Constant R Marks – Brazos River

0-5126 Summary TVA Construction Progress 1950

0-5128 Adequacy of Basic Data In Hydrology & Sedimentation July 1950

0-5129 TVA Hydroelectric Program  1951

0-5130 The Hydro-Electric Power Commission of Ontario  1949

0-5133 The Bed-Load Function for Sediment Transportation in Open Channel Flows

0-5139 Flood Emergency Plan  Ohio River

0-5140 Report Agricultural, Forestry & Engineering Work in Chestuee Watershed

 

Box 130

0-5142 Problems in Power Plant Design – Reclamation Multiple Purposes

0-5143 Corrosion Tests of Metals & Ceramics

0-5144 Income Payments in the Tennessee Valley  1949

0-5145 Address to University of Minnesota – 1951

0-5146 On Steady Flow Formulae in Pipes & Channels

0-5147 Occupational Health in TVA  1950

0-5148 S02  From the TVA Power Plants

0-5149 Measurement of Soil Moisture

0-5150 Use of Rational Formula in Airport Drainage

0-5151 Stress Analysis of Concrete Pipe

0-5152 Summary of Uplift Pressures at Bureau of Reclamation Dams                    

0-5153 Structural Model Study of Holston Bridges 

0-5154 Operation of TVA Reservoirs

0-5155 1951 Conference on Protective Relaying

0-5163 Effects of 15 Years of Forest Cover Improvement  White Hollow Watershed

0-5163A Improvement Influences Hydrologic – White Hollow Watershed

 

Box 131

0-5164 Evaporation in Tennessee River Basin

0-5166 Local Flood Protection Projects at The Falls of Ohio

0-5167 TVA is Building Second

0-5168 Seismic Stability of Earth Dams

0-5169 Bending Moments & Shears in Slabs or Counterfort Retaining Walls

0-5170 Photoelastic Analysis of Corner Stresses

0-5171 Elements of Photogrammetry

0-5172 Big Brush Creek & Tributaries, TN

0-5174 Lick Creek

0-5177 Structural Metal Painting Literature Review

0-5178 Corrosion & Preservation of Iron & Steel

0-5180 Reconnaissance Survey Beech River Watershed

0-5181 The Engineering Practice Since 1885

0-5183 Summary Report on Soil Stabilization

0-5184 Notes on Welding

0-5185 Factors  Involved in Production of High Quality Concrete

0-5186 Cavitation Studies of Conduit Entranceways – Tygart River Dam  & Madden Dam

0-5187 Multiple-Purpose Development of TN River System

0-5188 The Panama Canal – Protective Coating Investigation  First Interim Report

0-5190 The Relation of Tennessee Valley Watershed to its Streams

 

Box 132

0-5191 Planning & Operation of TVA Reservoir System

0-5192 Construction of A River Control System

0-5193 Flood Control Navigation & Power  365 Days a Year

0-5194 Structural Defects in Concrete T-Beam Bridge Spans

0-5195 Hydrology & Hydraulic Laboratory

0-5196 Report on Fish & Wildlife Resources Lower Cumberland River Projects

0-5198 Flood Protection At Chattanooga

0-5199 Petrography of Aggregate – Graysville Area

0-5200 Development of TVA’S System in U.S.A.

0-5201 Bulletin #2   Off Campus Opportunities

0-5203 Allocation of Costs as of June 30, 1951

0-5205 Kentucky Steam Plant – Hickory Point Site

0-5206 Bibliography of Pressure Grouting  1891-1951

0-5208 Vacuum Concrete   Bibliography

0-5209 Large Blasts

0-5210 Seminar for Planning & Development Agencies

0-5211 Stage Prediction for Flood Control Operations

0-5213 TVA’S Construction Program  Calendar Year 1951

0-5215 TVA & The River

0-5216 The Ohio Valley Flood  - March – April  1913

0-5217 The Hydraulics of Flood Movements in Rivers

0-5218 Influence Charts for Computation of Stresses in Elastic Foundations

0-5219 The Oak Ridge School of Reactor Technology

0-5220 Reconnaissance Report – Coles Bend Site – Nashville Area

0-5224 Memo: Earthquake Shocks at Grand Coulee Dam  1935

0-5225 Report on Shale Tests Tygart River Dam  - Grafton West Virginia

0-5226 Report on Chute Spillways

0-5227 Laboratory Compaction Study

 

Box 133

0-5228 Determination of Boundary Porosity

0-5229 Schmidt Engineering Company  Oct 1950

0-5230 The Diffusion Bucket

0-5231 Development in Needle Valves

0-5232 Improved Methods of Concreting – Turbine Scroll Cases

0-5233 Bartlett Dam – Salt River Project – Arizona

0-5234 Development & Use of Absorptive Concrete Form Lining

0-5235 Shrinkage Test of Grout Mortars

0-5236 Stability of Earth Dams

0-5237 Tests – Perforated Plywood

0-5238 Masonry Dams- Basic Design Assumption

0-5239 Design of Gravity Dams

0-5240 Determination of Stress by Use of Indirect & Mathematical Methods

0-5241 Effective Procedures – handling Employee Grievances

0-5242 Inter-Territorial Freight Rate Problem

0-5244 Application of Geology to Bridge Foundation

0-5245 Prototype Hydraulic Investigation Program

0-5246 International Statistical Register of Large Dams

0-5247 International  Symposium on Desert Research

0-5248 Hydraulic Research 1949

0-5249 Public Hearings on Stream Pollution Control Program  1951  

 

Box 134

0-5250 Development of the Tennessee Valley

0-5251 Natural Gas Transmission Lines

0-5252 Cheaper Transportation  Via Tennessee River

0-5253 Inter-Agency Coordination of Drainage Area Data

0-5254 The Valley At Work

0-5255 Tests – Adequacy of Insul-Mastic & Tuffalt

0-5256 False Bottom for Euclid Read-Dump Trucks

0-5257 Floods of June, July & August 1949  Upper French Broad   Vol. 1

0-5258 Some Precipitation – Altitude Studies

0-5260 Empirical Equations & Curve Fitting

0-5261 Henderson County Watershed

0-5262 White Hollow Watershed

0-5263 Cumberland River, Tennessee & Kentucky

0-5264 TVA Development - Notes  for Discussion

0-5265 Extension Project  - Ogochi Reservoir System  Tokyo

0-5267 Reservoir Sedimentation Data for Reservoirs in TN Valley

0-5268 Final Report of UN Economic Survey Mission for Middle East  1949  Part 1

0-5268 Final Report of UN Economic Survey Mission for Middle East  1949  Part 2

0-5269 TVA Symbol of Resource Development in Many Countries   1950

0-5269-R1 TVA Symbol of Resource Development in Many Countries   1952

0-5269-R2 TVA Symbol of Resource Development in Many Countries   1955

0-5270 Circular Plug Cutting Jig

0-5272 Discharge Coefficients for Irregular Overfall Spillways

 

Box 135

0-5273 The Scenic Resources of the Tennessee Valley  ***Book - VG

0-5274 Operation of Upstream Reservoirs Lower MS River Crest at Cairo

0-5275 Trends Toward Multipurpose Development

0-5281 Construction Methods & Equipment  Reports

0-5282 TVA Plans its Greatest Power Expansion

0-5283 Accurate Computation of Two-Machine Stability

0-5284 Lists of Publications & Reports on Sedimentation

0-5286 Production of Elemental Phosphorus

0-5287 Dynamics of Energy

0-5288 Photoelastic Stress Analysis of Bridge Piers Movement    

0-5289 Builders of Chemical Century

0-5290 Inventory  Sediment-Load Data

0-5290S Supplement to  Inventory  Sediment-Load Data

0-5291 Large River of U.S.

0-5292 Conference on Water Resources

0-5293 Stress Around a Gallery

0-5294 Prototype Behavior of Morning Glory Shaft Spillways

0-5295 Construction Methods & Equipment Reports

0-5296 Development of Tennessee River Waterways

0-5297 The Engineering Features of TVA

0-5298 Hydrodynamic Pressures on Dams due to Earthquake Effects

0-5301-1 Report of Special Committee on Supplemental Graduate Facilities

0-5301-2 Off Campus Opportunities for Graduates & Professionals

0-5302 The Big Missouri

Box 136

0-5303 Planning Report Breech River Project

0-5304 Air Pollution for Sulfur Dioxide at TVA Steam Power Plants

0-5305 Linings for Irrigation Canals

0-5306 Industrial Utility of Public Water Supplies in West South –Central States

0-5307 The English Electric Company

0-5308 A Bibliography for the TVA Program  1952

0-5308-R1 A Bibliography for the TVA Program  1958

0-5308-R2 A Bibliography for the TVA Program  1968

0-5309 Earth Moving  Grafe Callahan Construction Company (Book)

0-5310 Industrial Utility of Public Water Supplies in North Central States  1952

0-5311 Industrial Utility of Public Water Supplies in Mountain States  1952

0-5312 Industrial Utility of Public Water Supplies in East South Central States 1952

0-5313 Nakasakwe   Africa Report 1952                                          

0-5315 Stabilization of Soils with Calxium Acrylate

0-5316 Use of Asphalt In Hydraulic Construction

0-5317 Heart Butte Dam North Dakota

0-5320 Experiments with Dry Ice for Cooling Fresh Concrete

0-5321 Rectification of Papaloapan River in Mexico

0-5322 Fluvial Morphology in Terms of Slope, Abrasion & Bed Load

0-5323 Transactions, American Geophysical Union

0-5324 Bed Load Transportation

0-5325 Industrial Utility of Public Water Supplies in Pacific States  1952

0-5326 Annual Production Expenses – Steam Electric Plant

 

Box 137

0-5327 Air Pollution Studies and Control at TVA    

0-5328 Aerial Photography for Forest Inventory Purposes

0-5329 Water Resources of Virginia

0-5330 Regional Planning in Higher Education – Program Activities for 1950

0-5331 Theory & Problems of Water Percolation

0-5332 Annotated Bibliography on Hydrology 1941-1950

0-5333 Stream Sanitation in the Tennessee Valley

0-5334 TVA’S Contribution to State Department  Report

0-5335 Industrial Utility of Public Water Supplies in East North-Central States 1952

0-5336 The Widening of Economic Opportunity Through TVA

 

Box 138

0-5337 Headwaters Control & Use

0-5354 The British Electricity System

0-5356 Development of Processes for Production of Calcium Metaphosphate  Fertilizer

0-5357 Floods in March-April 1951  Alabama

0-5358 The Industrial Utility of Public Water Supplies in South Atlantic States 1952

0-5359 Critical Tractive Forces on Channel Side Slopes

0-5360 UN Scientific Conference – Conservation & Utilization of Resources

0-5361 Ontario Hydro  1951

0-5362 The Reclamation Program 1948-1954

0-5363 Advisory Committee on Tributary Watersheds

0-5364 Mineral & Structural Materials – Hales Bar & Chickamauga Reservoir

0-5365 Status of Forest Resources  1950

0-5366 Comparison of Concrete Beams Reinforced –Deformed Steel Bars

0-5367 Design of Phosphate-Smelting Electric Furnace

0-5368 Analysis of Strain Measurements in Dams

0-5369 Bhakra Dam  India

0-5370 Reservoirs in The U.S.

0-5371 Centralized Arc & Gas Welding Systems

0-5373 Significant Effects of Density Currents

 

Box 139

0-5374 Remote Control & Supervisory Control

0-5375 Water Control in TN River Basin

0-5376 Preliminary Geologic Investigations for Stream Plant  H – Soddy Daisy TN

0-5377 Water Measurement Manual

0-5378 Welding Manual        

0-5379 Development of Processed Production of Fused Tricalicum Phosphate

0-5381 Occurrences of Coal on Cumberland Mountain - Al

0-5382 Superior  Courtland Division Dam

0-5383 Activities & Operations under Executive Order 10096

0-5384 Pressure Grouting

0-5385 Surface Water Quality in Chestuee Creek Watershed

0-5386 Bacteriological Quality Hales Bar & Guntersville Reservoirs

0-5388 Industrial Utility of Public Water Supplies  Middle Atlantic States 1952

0-5389 Industrial Utility of Public Water Supplies in New England States 1952

0-5390 Brown Boveri Airblast Breakers

0-5392 TVPPA Warned Funds Face Fight

0-5394 Nantahala River  Stream Flow Nantahala Dam

0-5395 Cheoah River at Santeetlah Dan, NC  Stream Flow

0-5396 West Fork Tuchasegee River Thorpe Dam,  Stream  Flow

0-5398 Bokaro  Thermal Power Station

0-5399 TVA  Two Decades of Progress

0-5400 Comparative Data on Farm Income & Employment  1921-1951

0-5401 Survey of Coal Creek & Tributaries

 

Box 140

0-5403 Analysis of Personnel For Positions at Kentucky Project

0-5404 A Pictorial Farm Management & Hydrologic Progress Report

0-5405 Parker Branch Pilor Tribuatary Watershed

0-5407 Liquidation Analyses – 3-10 Plant Systems

0-5409 TVA Trailer House

0-5411 Floods of Jan 1954  Tennessee River Basin

0-5412 TVA Erects 3 Bridges by Rolling Method

0-5413 Vertical Hydrogenerator Thrust Bearings

0-5414 Discharge Coefficients for Spillways at TVA Dams

0-5415 TVA Dam Builders Turn to Steam

0-5417 Some Early Earthquakes in TN & Adjacent States

0-5418 SARA Keeps Watch over 3 TVA Steam Plants

0-5419 Switching Operations at 3 TVA Steam Plants

0-5420 Coal Handling Design for TVA Steam Plants

0-5422 Electrical Script for Engineer’s Week Program

0-5423 White Hollow Watershed Management

0-5425 Estimate of Cost of TVA Steam Plants

0-5427 Surge Control on Coachella Pipe Distribution System

0-5428 Hydraulic Model Studies of Republic Diversion Dam

0-5430 Berlin Reservoir

0-5431 The Suspended Load Theory

0-5432 Terminal Report on Transportation Characteristics  Missouri River

0-5433 Allocation of  Costs as of June 30, 1953

0-5434 Water Jet Pumps for Sediment Circulation

0-5435 The Silting of Caonillas Reservoir – Puerto Rico

0-5436 St Francis Levee District – Report of Officers

0-5437 Differentials in Farm Income & Employment

Box 141

0-5438 The Changing Agriculture of the TN Valley

0-5439 Summary of Reservoir Sedimentation  Survey

0-5441 Sedimentation – Cold Springs Reservoir

0-5442 Soil & Hydraulic Tests Madera Irrigation District

0-5443 Hydraulic Model Studies – Kennewick Main Canal- Yakima Project

0-5445 The Institution of Mechanical Engineers

0-5446 Sedimentation Survey Great Salt Plains Reservoir

0-5447 Multiple Correlation in Forecasting Seasonal Runoff

0-5448 Design Criteria for Concrete Gravity & Arch Dams

0-5449 Bonny Dam

0-5450 Tributary Reservoirs – Daily Maximum Multipurpose Elevations & Storage

0-5451 Transport of Sediment Mixtures with Large Ranges of Grain Sizes

0-5452 Procedure for Equipment Transfer Evaluation

0-5453 Reduction in Flood Heights

0-5454 TVA & TVA Engineers Association

0-5455 Taiya Project

0-5456 Diversion Flow Through Buford Dam Conduits

0-5457 The Buford Project

0-5458 Tokyo’s Water Works & Sewerage

0-5459 We Build The Tanners Creek Plant

0-5460 Proceedings of the Regional Technical Conference – Flood Control in Asia

0-5461 The Use of The Earth for Good of Man

0-5462 Beama Journal – British Electrical Industry

 

Box 143

0-5463 Report on Objectives & Methodology

0-5464 Relation of Sedimentation – Missouri River Basin

0-5465 Power Supply in Sweden

0-5466 Electric Power in Taiwan To-Day 

0-5467 Land & Water – Missouri Basin Survey Commission

0-5468 TVA Land Acquisition Experience

0-5469 Analytical Index of Chemical Engineering Publication Patents & Reports

0-5470 Present Trends in Surge Tank Design

0-5471 Floods on Duck River – Centerville TN

0-5471-S1 Floods on Duck River – Centerville TN  supplement

0-5471-R Past & Probable Floods Duck River – Centerville TN

0-5473 Crustal Disturbances in The Lake Mead Area

0-5474 High Current Testing 161 KV Disconnecting Switches

0-5476 Tennessee River Basin

0-5477 Reference to Cherokee Reservoir

0-5478 Milburn Diversion Dam Model Study

0-5479 Democracy in Administration

0-5480 Floods on Duck River – Shelbyville TN

0-5480-S1 Floods on Duck River – Supplement 1

0-5480R Floods on Duck River – Shelbyville TN   May 1957

0-5481 Floods on Duck River- Columbia TN

0-5481-S1 Floods on Duck River- Columbia, TN Supplement 1

0-5481R Flood on Duck River Columbia TN 1957

0-5482 Flood on Elk River- Fayetteville TN

0-5482-R1 Flood on Elk River – Fayetteville TN 1957

0-5482-R2 Flood on Elk River Fayetteville TN 1961

0-5482-S1 Flood on Elk River & Norris Creek  Fayetteville TN Supplement 1

0-5483 Flood on Big Rock Creek, Lewisburg, TN

0-5483-S1 Flood on Big Rock Creek- Lewisburg TN  Supplement #1

0-5483R Floods on Big Rock Creek Lewisburg, TN  1957

0-5484 Floods on Richland Creek- Pulaski, TN

0-5484-S1 Floods on Richland Creek- Pulaski TN  Supplement 1

0-5484-S2 Floods on Richland Creek, Pulaski TN  Supplement 2

0-5484-R Floods on Richland Creek, Pulaski, TN  1957

0-5485 Floods on Reedy Creek, Kingsport, TN

0-5486 Floods on Jonathan Creek, Maggie North Carolina

0-5486-R2 Floods on Jonathan Creek Maggie & Dellwood NC

0-5488 Talks to French Engineering Consultants

0-5489 Douglas & Cherokee Sluice Operation Experience

0-5490 Field Soniscope Tests of Concrete

0-5491 Investigation of Durability of Concrete Exposed to Natural Weathering

0-5492 Permeability & Triaxial Tests- Lean Mass Concrete

0-5494 Hydraulic Model Studies of Bartley Diversion Dam

 

Box 144

0-5495 Developed & Potential Water Power of U.S. & Other Countries 1952

0-5496 History of Naming TVA Dams  ***Good Data ***

0-5497 Silting in TVA Reservoirs

0-5498 Federal Power Commission- Hydroelectric Plants

0-5499 Florida State University Case Study of TVA

0-5500 Mechanical Alignment of Vertical Shaft Hydroelectric Units

0-5501 Fire Control in Steam-Electric Generating Plants

0-5502 Types of Soil Erosion Prevalent in New Zealand        2-10 one folder 

0-5503 Preliminary Infiltration Investigations- New Zealand

0-5504 Soil Erosion & Control in Southern Half of South Island – New Zealand

0-5505 Soil Erosion & Control in South Half of North Island – New Zealand

0-5506 Soil Erosion  & Control in Northern Half of South Island –New Zealand

0-5507 Soil Erosion & Control in Southern Half Of South Island – New Zealand

0-5508 Difficulties in Obtaining & Presenting Hydrologic Data New Zealand

0-5509 Variability of Flow in Lake-Controlled Rivers- New Zealand

0-5510 Hydrologic Data  Part 1 Rainfall & Runoff

0-5511 Waterways Experiment Station

0-5512 Facts For Fisherman

0-5513 Brumley Mountain Recreation, Washington County, Virginia

0-5514 Measurements of Settlements & Assumptions for Earthquake Loadings

0-5516 Selecting Hydraulic Reaction Turbines

0-5517 Modern Plant Survey

0-5518 Reclamation Project Data – book 1948

0-5519 Dams & Control Works

0-5520 Seepage Through Embankments & Foundations

 

Box 145

0-5521 Preliminary Geologic Investigations – Steam Plant H

0-5523 Aggregates for Mass Concrete

0-5526 Floods on Oconaluftee & Tuckasegee Rivers & Soco Creek, Cherokee NC

0-5526-S1 Regional Floods in Cherokee NC

0-5527 Floods on Pinhook Creek & Huntsville Spring Branch , Huntsville AL

0-5528 Corrected Master Parallax Table

0-5529 Occurrences of Iron Ore Minerals in Upper Knox Dolomite in Sullivan,TN

0-5530 The Waterways Progress

0-5531 Hydroelectric Power System Design

0-5532 Use & Care of Surveying Instruments

0-5533 Roughness Coefficient Determinations- White Creek. TN

0-5534 Electric Power  in Brazil

0-5536 Dr. Finer’s Book – Request for Information

0-5537 Raising of Eggers Ferry Bridge

0-5538 O’Sullivan Dam

0-5544 Questions & Answers on St. Lawrence Seaway

0-5545 Influence of Shape on the Fall Velocity of Sedimentary Particles

0-5547 Westinghouse  Orifice Calibration Test

0-5548 Tainter Gate Tests Norfork Dam, Arkansas

0-5549 The Brandywine Valley Association

0-5550 Automatic Photographic Camera

0-5564 Report – Design & Construction of Dams in US  oversize box 690

0-5566 Pumped Storage & Hydro Generations at Flation Power Plant

0-5567 Multiple Purpose Operation of TVA Reservoirs

0-5568 Floods on TN River – Calvert City, KY

0-5572 Seepage Studies in The Fraint-Kern Canal

0-5573 Stress Analysis of Multiple-Arch Dam

0-5574 Proceedings- American Society of Civil Engineers

0-5576 Hydraulic & Bituminous Studies – Ainsworth Canal Dune Sand

Box 146

0-5577 Straight Drop Spillway Stilling Basin

0-5578 Earthquakes in TN & Nearby Sections of Neighboring States

0-5580 Tests of Anchors for Mass-Concrete Forms

0-5581 TVA Dividends to the Nation

0-5582 Large Scale Coal Handling

0-5583 Chattanooga Local Flood Protection

0-5584 Construction of Hennessee Bridge

0-5585 Spillway For Gavins Point Dam  Missouri River Nebraska

0-5586 Long Lake Dam & Main Canal

0-5588 Shoaling in Downstream Navigation- Entrance to Cain of Rocks Canal

0-5589 Equalizing Reservoir Dams & Federal Canal

0-5591 Coarse Conglomerates of Middle Ordovician – Southern Appalachian Valley

0-5592 Present Trends in Design of Pressure Tunnels & Shafts

0-5594 Relaying of Power Plant Auxiliaries

0-5595 Role of Chimney Design in Dispersion of Water Gases

0-5597 Study on Ocoee 3B Hydro Project

0-5598 Estimates for Proposed Developments  1920

0-5599 Report on Future Development

0-5601 Report on Combined Ocoee Developments  1921   (part)

 

Box 147

0-5601 Report on Combined Ocoee Developments  1921   (cont.)    

0-5602 Influences of Reforestation & Erosion Control   Pine Tree Branch

0-5602A Reforestation & Erosion Control – Pine Tree Branch Watershed

0-5604 Hydraulic Laboratory Practice

0-5605 Preservation & Enhancement of Niagara Falls

0-5606 Industrial Development of the Tennessee River

0-5608 TVA & Forestry

0-5609 Evaluating Hydrologic Effects of Land-Use Changes

0-5610 Field Moisture Content Investigation Report #2

0-5611 APCA  Annual Meeting Paper No 56-7

0-5612 Radial Spillway Gates

0-5613-1 St. Lawrence Power Project  1955

0-5613-2 St. Lawrence Power Project  1956

0-5613-3 St. Lawrence Power Project  1957

0-5613-4 Niagara Power Project  1958

0-5614 Pumped Storage For Hydroelectric Power

 

Box 148

0-5615 Photoelastic & Experimental Analog Procedures

0-5615-1 Tensile Crack Exposure Tests  1955

0-5615-2 Tensile Crack Exposure Tests  1955-1963

0-5616 Bibliography on Tidal Hydraulics

0-5617-S Bibliography on Tidal Hydraulics Supplementary Material

0-5618 Design Procedures & Costs- April 1955

0-5619 Construction of a Grouted Impervious Screen Composed of Alluvial Materials

0-5620 Precipitation-Altitude Study Snowbird Mountains, NC

0-5621 Stream Gages in TN River Basin

0-5623 How to Keep Solids Flowing in Bins & Hoppers

0-5624 Better Design for Bulk Handling

0-5625 Bulk Solids must Flow

0-5626 Quantitative Approach to Bulk Material Handling Problems

0-5627 Let’s Clean House

0-5629 Medicine Creek Dam

0-5630 A Unified Service

0-5631 Observed & Computed Settlements of Structures in Chicago

0-5632 Measurement & Analysis of Sediment Loads in Streams

0-5633 Sedimentation in Kanopolis Reservoir Smoky Hill River Kansas

0-5634 Report on Reservoir Delta Reconnaissance

0-5635 Insulation Facilitates Winter Concreting

0-5636 Investigation of Roads in Breech River Watershed

 

Box 149

0-5637 Floods on Oostanaula Creek – Athens TN  1956

0-5637R Floods on Oostanaula Creek – Athens TN  1957

0-5638 Floods on Little Bigby Creek – Columbia TN  1956

0-5638R Floods on Little Bigby Creek- Columbia TN 1957

0-5639 Present & Prospective Markets – West Kentucky Coal

0-5641 Floods of March 1955 in Western Part of TN River Basin

0-5642 Compaction of Rock-Fill Dam

0-5643 Earthquakes in TN & Nearby Section of Neighboring States 1901-1925

0-5644-1 Tokyo Electric Power Co

0-5644-2 Sixth Semi-Annual Electric Power Survey  April 1955

0-5645 Floods on Powell River & South Fork Powell River Big Stone Gap Virginia

0-5645-R1 Floods on Powell River & South Fork Powell River – Big Stone Gap Virginia

0-5645-R2 Floods on Powell River & South Fork Powell River – Big Stone Gap, Virginia

0-5646 Floods on South Fork Holston River- Kingsport, TN  1956

0-5646 Floods on South Fork Holston River- Kingsport, TN 1957

0-5646-S1 Regional Floods in Vicinity of Kingsport, TN  Supplement 1

0-5646-S2 Regional Floods in Vicinity  of Kingsport TN  Supplement 2

0-5647 Cedar Bluff Dam

0-5648 Embassy of Japan- Information from

0-5649 Training of Foreign Students- TVA

0-5650 Bridge Owned By TVA

0-5651 Extending Stream flow Data

0-5652 Rebuilding 161-KV Oil Circuit Breaker From 3500 MVA to 10,000 MVA

0-5653 Quantitative Relationship in Conductor Vibration

0-5655 Design of A Fish Screen Structure

 

Box 150

0-5656 Davis Dam And Power Plant  (BOOK)

0-5657 Floods on Tennessee River & Cypress and Cox Creeks , Florence AL

0-5657-S1 Floods on Tennessee River & Cypress and Cox Creeks  Supplement 1

0-5658 Floods on Beaver Creek – Bristol Virginia & Tennessee

0-5658R Floods on Beaver Creek – Bristol VA & TN 

0-5658R-2 Floods on Beaver Creek – Bristol Virginia & TN

0-5659 Floods on Clinch River in Clinton TN

0-5659-R Floods on Clinch River Clinton TN

0-5659-S Floods on Clinch River at Clinton Supplement

0-5661 Outlet Works & Spillway For Garrison Dam, Missouri River, North Dakota

0-5662 Structural Design Features of Large Steam Plant Powerhouses

0-5663 Land Use Effects Upon Watershed Hydrology

0-5664 Purpose of Multiple Regression Analysis

0-5666 General electric Flow Nozzle Calibration test

0-5667 Deposition in FT. Randall Reservoir- Missouri River, South Dakota

Box 151

0-5668 Statement of U.S. Senator Lister Hill

0-5669 Soil-Cement  Laboratory Handbook

0-5670 Field testing Of Concrete

0-5673 Stream Flow Forecasting & Water Dispatching for TVA Reservoir System

0-5675 Economic Use of Agricultural Resources in relation to Watershed Hydrology

0-5676 Some Linear Models for Multiple Regression Analysis in Hydrology

0-5677 Hydraulic Capacity of Meandering Channels in Straight Floodways

0-5678 The Unified Development of Power & Water Resources in Cauca Valley       

            (Columbia)

0-5679 Intensive Study Contemporary Russian Civilization

0-5680 Effect on Soil Compaction of the Tire Pressure

0-5681 Report on electronic Data Processing Equipment & Possible TVA Applications

0-5682 IBM  EDPM  Electronic Data Processing Machines  (Part)

 

 

Box 152

0-5682 IBM  EDPM  Electronic Data Processing Machines (Cont.)

0-5683 Annotated Bibliography on Hydrology 1951-1954

0-5684 Measurement of Sedimentation in TVA Reservoirs

0-5685 TVA Experience in Multiple-Purpose River Development

0-5686-1 World’s Finest Turbine Plant

0-5686-2 Birthplace of Power Makers

0-5688 Hydro- Electric Power  In Tasmania

0-5689 Role of Civil Engineer in Multipurpose River Development

0-5690 Floods on Watauga & Doe Rivers- Elizabethon TN

0-5691 Floods on Streams – Coeburn, Virginia

0-5691R Floods on Guest River Toms Creek, & Little Toms Creek

0-5692 Floods on Spring Creek – Tuscumbia Alabama

0-5693 Littleton Development

0-5697 Hydraulic & Salinity Verification

0-5698 Vibration & Pressure-Cell Tests  Fort Randall Dam

0-5699 Floods on Reedy Creek in Vicinity of Kingsport, TN

0-5701 Experience of TVA with Clay-Cement & Related Grouts

 

Box 153

0-5701-S Experience of TVA with Clay-Cement & Related Grouts

0-5702 TVA’S Land Buying Program

0-5703 Notes- American Society of Civil Engineers Dinner

0-5704 Rates of Sediment Production in Western Gulf States

0-5705 TVA Water Control

0-5706 World Power Conferences

0-5707 Tennessee River basin Floods – Jan –March 1950

0-5708 Proposal for Adjusting to Flood Conditions at Clinton, TN

0-5709 Interim Meteorological Appraisal of Air Pollution   

0-5710 Air Pollution Studies TVA Steam Plants       1955   

0-5711 Air Pollution Studies TVA Steam Plants         1954

0-5712 Stilling Basin Performance Studies

0-5713 Multiple-Purpose River Basin Development

0-5714 Foundation Problems of The Steam Plants on TVA System

0-5715 Effects of Major River Basin Development on Watershed Improvement

 

Box 154

0-5716 Principal Federal Sources of  Hydrologic Data  Vol. 1

0-5717 Cavitation Experiences of TVA

0-5718 Increasing Importance of Water to Region

0-5719 Nomograph- 28 Day Heat of Hydration Type B Cement

0-5720 Protection Against the Underground Corrosion of Steel

0-5721 Petrographic Studies of Bed Material

0-5722 Theory of Water-Hammer

0-5723 Anderson Ranch Dam    Idaho

0-5724 Steam Plant Information on Large Coal Burning Station  

0-5725 Result of Multiple-Purpose Development

0-5726 Northwest River Development Gains from Private Power Investment

0-5728 Multiple Purpose Planning of Basin-Wide Water Resource Development

0-5729 Tennessee River Water Temperature & Quality

0-5730 Sesquicentennial of Coastal Charting

0-5731 Some Factors in Economic Generation of Power

 

Box 155

0-5732 Eight Years of D.V. C.

0-5733 Myer-Peter Formula for Bed-Load Transport

0-5734 Wave Run-Up and Overtopping Levee Sections- Lake Okeechobee, Fl

0-5735 Inventory of Published & Unpublished Chemical Analyses

0-5736 Floods on Clinch River – Oak Ridge TN

0-5736-S1 Floods on Clinch River & East Fork Poplar Creek – Oak Ridge, TN

0-5737 Pressure Grouting Fine Fissures

0-5738 Requirements – Use in Mixing or Curing  Concrete

0-5739 Investigation of Portland Blast-Furnace Slag Cements

0-5740 Markland Locks & Dam   Ohio River

0-5741 Symposium on Multiple-Purpose River Development

0-5742 Structural Behavior of Hungry Horse Dam

0-5743 Keeping Abreast of Hydrologic Development

0-5744 Role of Hydrology in Watershed Programs

0-5745 Hydraulic Laboratory & Field Investigations

0-5746 Effect of Various Hydro  Climatic Factors on Snowmelt Runoff

0-5747 Leakage Below Great Falls Dam  1951 Observation                   

0-5749 Operation of TVA Reservoirs for Flood Control

0-5750 Floods on Streams in Vicinity of Morristown, TN

0-5751 Floods on South Mouse Creek – Cleveland TN

0-5751A Floods on South Mouse Creek – Cleveland TN  April 1969

0-5752 Floods on East Fork Clarks River – Murray Kentucky

0-5752R Floods on East Fork Clarks River – Murray Kentucky

0-5754 Floods on Tennessee River – Decatur, AL

0-5755 Floods on Laurel & Beaverdam Creeks – Damascus, VI

 

Box 156

0-5755-S1 Floods on Laurel & Beaver Dam Creeks – Damascus, VI

0-5756-1 Stream Flow Regulation & Pollution – Upper Holston Basin  1953

0-5756-2 Stream Flow Regulation & Pollution – Upper Holston Basin  1954-1955

0-5757 Boysten Dam & Power Plant

0-5758 Eastern Kentucky Flood Rehabilitation Study

0-5759 Flood Protection Plans for Cumberland, Maryland & Ridgeley. West Virginia

0-5760 Performance of Relief Wells – Missouri River Levees  1951-1952 Floods

0-5761 The Hydro Electric Development of The River Durance

0-5762 No file

0-5763 Benbrook Dam, Texas

 

 

Box 157

0-5764 Index to Laboratory & Other Numbered Reports

0-5765 Effects of Artificial Stimulation of Turbulent Boundary Layers

0-5766 Water Control System Pays More Dividends

0-5767 Fossil for Maury Formation-

0-5768 The Serre-Poncon Dam

0-5769 Earthquake in TN & Nearby Sections of States

0-5770 Proposed Improvements – Navigation Facilities Wheeler-Guntersville Hales Bar

0-5771 Protection Against Floods At Dayton TN

0-5773 Floods on streams in Kingston T N

0-5775 Numerical Solution of Flood Prediction and River Regulation Problems

0-5776 Numerical Solution of Flood Prediction & River Regulation Problems

0-5777 Rate of Change in Sediment Concentration

0-5778 1954 Aggradation Surveys in Garrison Reservoir

0-5779 Investigation of Improved Carlson Stress Meter

0-5781 Bibliography on Tidal Hydraulics

0-5782 Summary of Reservoir Sedimentation

0-5783 Density Measurement of Saturated Submersed Sediment

 

Box 158

0-5784 Barkley Dam Project

0-5786 Regulation of Releases from the Tennessee River During Ohio & MS River Flood

0-5788-1 Conference on Water Resources Development in Asia & Far East

0-5788-2 Glossary of Hydrologic Terms used in Asia & Far East

0-5788-3 Multiple-Purpose River Basin Development  Burma, India & Pakistan

0-5789 A Story of Two Floods

0-5791 Welded Spiral Casing

0-5792 Photogrammetric Engineering

0-5795 Floods on Richland & Little Richland Creeks

 

Box 159

0-5796 Floods on Trace Creek – Waverly TN

0-5797 Jamestown Dam

0-5798 Hydro-Electric Projects Construction

0-5799 Main Turbines & Generators Installation General Data & Records

0-5800 Downpull Forces on Vertical-Lift Gates

0-5802 Investigation of Paints & Protective Coatings for Chemical Plant Exposures

0-5803 Annual Report & Accounts  1957  Federal Power Board

0-5804 Floods on Big Creek, LaFollette TN

0-5805 Floods on Little Pigeon & West Fork Little Pigeon River

0-5806 TVA Uses Non-Specification Fly Ash

0-5807 Blackstone River Flood Control Project, Rhode Island

0-5808 Soil Design , John H Kerr Project  Guggs Island & Island Creek Dams VA

0-5809 The Structural Behavior of Hoover Dam

 

Box 160

0-5810 Colorado – Big Thompson Project

0-5811 Trenton Dam

0-5812 Circulating Water Systems of Steam Power Plants

0-5813 Qualifications & Experience Record

0-5814 Inventory of Large Stock Piles BY TVA

0-5815 Discussion of Pressure-Embedment of Spiral Cases

0-5816 Floods on Emory River – Harrison TN

0-5817 Manual of Instruction – Radio  Rain & Stream Gaging System

0-5819 Flood Problem on Piney River, TN

0-5820 Large Gas Turbines for Central Station Application  Conference Paper

0-5821 Seminar Session # 11 – Harvard University 

0-5822 Electric Heating in TN Valley – Pattern For the Future

0-5823 Expressways

0-5824 Navigation Charts of TN River & Tributary Lakes

0-5825 Prize Bridges

0-5826 Forestry Progress – Article

0-5828 Floods on Guest River at Norton Virginia

0-5829R-1 Drainage Area – Streams in TN & Cumberland River Basin

Box 161

0-5829R-2 Drainage Area – Streams in TN River Basin

0-5830 Flood on West Fork Little Pigeon River – Gatlinburg, TN

0-5831 Flood Damage Reduction in The Chestuee Creek Watershed

0-5832 Testing of Holding Strength of Form Anchors Embedded in Concrete

0-5833 Field Soniscope Tests of Concrete  1953 – 1957 Tests

0-5834-1 The Ornl Gas-Cooled Reactor part 1

0-5834-2 The Ornl Gas-Cooled Reactor part  2

0-5834-3 The Ornl Gas-Cooled Reactor part 3

0-5834-4 The Ornl Gas- Cooled Reactor part 4

0-5834-5 The Ornl Gas Cooled Reactor – Material & Hazards

0-5834-6 The Ornl Gas Cooled Reactor – Advanced Concepts

 

Box 162

0-5835 Tennessee River Traffic & Navigation Benefits  1957

0-5836 Soil Design – Tom Jenkins Ohio

0-5837 Performance of TVA Central Core Rock Fill Dams

0-5838 Triangular-Flume Study of Distortion Effects

0-5839 Hydrologic Effects – Land Use & Vegetation – Chestuee Creek & Breech River

0-5840 Mapping In The Tennessee Valley

0-5841 Allen Steam Plant 

0-5842 Floods on Tennessee River – Knoxville   

0-5843 Floods on South Chickamauga, West Chickamauga & Spring Creeks

0-5844 Proposed Additional Generating Facilities Wilson & Wheeler Projects

0-5845 Chief Joseph Dam, Columbia River, Washington

0-5846 Chestuee Creek Watershed Flood Study  April 1956

0-5847 Chestuee Creek Watershed Flood Study Jan 1946 & April 1956

 

Box 163

0-5848 Land Use Changed In Chestuee Creek Watershed  1944 -1954

0-5849 Study of Rainfall Station Locations Flint River Watershed

0-5850 Preliminary Geologic Investigations – Rockcastle Stream Plant Site

0-5851 The Upper Holston Project  ****Technical Report #14  BOOK # **

            Watauga, South Holston, Boone & Fort Patrick Henry

0-5853 Multiple Purpose River Development

0-5854 Thermal Density Underflow Design & Experience

0-5855 Elemental Phosphorus for Guns & Garden

0-5856 Investigation of the Schmidt Concrete Test Hammer

0-5857 Development of Water Resources in Lower Mekong Basin  1957

0-5858 Floods on Mud Creek, Bat Fork, Devils Fork & King Creek  NC

0-5859 Floods on the Sweetwater Creek, TN

0-5860 Floods on the Toccoa-Ocoee River & Fightingtown Creek, GA & TN

0-5863 Floods on the Pistol Creek – Marysville & Alcoa, TN  1959

 

Box 164

0-5863R Floods on Pistol Creek – Maryville & Alcoa TN     1964

0-5863-S1 Floods on Pistol Creek – Maryville & Alcoa TN Supplement #1

0-5864 Floods on Town & Swan Creeks, Vicinity Athens, AL

0-5865 Floods on TN River Chattanooga & Dry Creeks & Stringers Branch

0-5866 Floods on Pigeon River, Canton & Clyde, NC

0-5867 Floods on Clinch River & Tributaries , St. Paul Virginia

0-5867R Floods on Clinch River & Tributaries, St Paul, Virginia

0-5868 Floods on Brush Creek, Johnson City TN

 

Box 165

0-5869 Hungry Horse Dam & Power Plant   

0-5871 Survey Control Data – Norris Dam Quadrangle 137

0-5872 Degradation Below Garrison Dam Observations 1954

0-5873 Determination of Location & Rate of Growth of Delta Formations

0-5874 Civil Engineering Features of TVA Stream Electric Stations

0-5875 The Occurrence of Drought in the Tennessee Valley

0-5876 Canton Reservoir – Report of Sedimentation  Arkansas River Basin

0-5877 Fraint-Kern Canal  California

0-5878 Walgreen Lectures  University of Chicago 

0-5879 Republic Flow Nozzle Calibration Test

0-5880 Eklutna Dam, Tunnel & Power Plant     part

Box 166

0-5880 Eklutna Dam, Tunnel & Power Plant  part

0-5881 Brownlee Sloping Core Rock fill Dam

0-5882 Rock Fill Dams – Review & Statistics

0-5883 The Paradela Concrete Face Rock-Fill Dam  Oregon

0-5884 The Little TN  River Power System of Aluminum Company of America

0-5886 TVA Dams  1958

0-5887 Alcoa’s Hydroelectric Developments in the Smoky Mountains

0-5889 Air Pollution Studies – TVA Steam Plants  1957

0-5890 Canyon  Ferry

0-5891 Speech – Operation of TVA’s  Spillways & Associated Structures

0-5892 Tidal Navigational Problems below Wilson Dam

0-5893 Hydraulics of Circulating Systems

0-5894 Faith Moves A Mountain

0-5895 Reverse Tainter Valves

0-5896 Prospecting for Thermal Power Plant Sites

0-5897 Stream Gages in Tennessee River Basin

 

Box 167

0-5898 Stream Gages in TN River Basin  1958

0-5898-A Active Stream Gages in TN River Basin  1966

0-5898-R-1 Stream Gages in TN River Basin   1970

0-5899 Floods on French Broad & Pigeon Rivers  Newport TN

0-5900 Floods on TN River & Trace Creek

0-5901 Hydraulic Design of Stilling Basins & Bucket Energy Dissipators

0-5902 Mineral & Structural Materials of Southwest Virginia

0-5903 Mineral & Structural Materials of East Tennessee

0-5904 Profile of Tennessee Valley States

0-5906 Inventory of Large Stock Piles

0-5908 The Young Engineer in the TVA

0-5909 Discussion of Paper 64B4/11  World Power Conference  Sept 1958 

0-5910 Economic Justification – Navigation & Flood Control Program of TVA

0-5911 Columbia Basin Stream flow Routing by Computer

0-5912 Storms & Floods on Small Areas

0-5913 Woodward Governor Company

0-5915 Agricultural use of Water in TN Valley

0-5916 Monticello Dam

0-5917 Water Resources Development

0-5918 Flood Control – Snagging & Clearing Piney River

 

Box 168

0-5919 Locks and Ship Lifts

0-5920 Gas Cooled Power Reactors

0-5920A Gas Cooled Power Reactor  Appendix

0-5921 Floods on Hiwassee River & Peachtree Creek

0-5922 Floods on Clinch River & East Fork Poplar Creek

0-5922-S1 Floods on Clinch River & East Fork Poplar Creek  Supplement # 1

0-5923 Floods on Clinch River & East Fork Poplar Creek   1957

0-5923R Floods on Clinch River & East Fork Poplar Creek  1964

 

Box 169

0-5924 Floods on Clinch River  Cleveland Carbo & Carterton, Virginia  1960

0-5924R Floods on Clinch River  Cleveland  Carbo & Carterton, Virginia  1964

0-5925 Floods on French Broad  River – Marshall,  NC

0-5926 Floods on Tennessee River & Battle creek – South Pittsburg & Richard City, TN

0-5927 Floods on Shoal & Little Shoal Creeks   Lawrenceburg, TN

0-5928 Floods on Yellow Creek   - Burnsville, MS

0-5929 Floods on Poplar & Indian Creeks,  Oliver Springs, TN

0-5930 Floods  on Tuckasegee  River & Deep Creek   Bryson City, NC

0-5931 Hydrologic, Geologic & Engineering Data  1959

0-5933 Role of Electronic Computers In Hydrologic Studies of TVA

0-5934 Experimental Study of Grille Noise Characteristics

0-5935 Design of Quarry-Stone Cover Layers for Rubble-Mound Breakwaters

0-5936 Review of Available Information on Polyvinyl Acetate – Admixture for Concrete

0-5937 Effectiveness of Mineral Admixtures  - Preventing Excessive Expansion

0-5938 Lookout Point Dam, Oregon

0-5939 Harlan County Dam, Nebraska

0-5940 Structural Behavior of Hungry Horse Dam   

0-5941 Townshend Dam & Reservoir, West River Vermont

0-5942 Port Allen Navigation Lock, Louisiana

 

Box 170

0-5943 Study of Over-All Performance

0-5944 Table Rock Dam, White River, Missouri

0-5945 Pine Flat Dam, Kings River, CA

0-5946 Abiquiu Dam, Rio Chama, New Mexico

0-5947 Wister Dam, Oklahoma

0-5948 Meteorology of Flood-Producing Storms in MS River Basin

0-5949 Air Pollution Studies, TVA Steam Plants 1956

0-5950 Project Authorization – 1954  Recovery of Sulfur Dioxide

0-5951 Taiwan Irrigation Works

0-5952 Addresses (Public talks)                                

0-5954 Hydro Storage & Steam Power in the Integrated TVA System

0-5955 Great Falls Reservoir Properties – Surplus Land

0-5956 Water Resources Development in Asia & Far East   3rd Regional Conference

0-5957 Cachuma Dam

0-5958 Lacquering of Sampling Tubes for Protection Against Corrosion

Box 171

0-5959 Calumet-Sag Project, IL

0-5960 Rock Fill Initial Closure Dam

0-5961 The Silting of Reservoirs       

0-5962 International Association for Hydraulic Research  8th Congress Papers  (part)

 

Box 172 

0-5962 International Association for Hydraulic Research  8th Congress Papers (cont.)

0-5963 High & Low Flows, & Flow Duration, Stream Gages in NC

0-5964 Tecolote Tunnel

0-5965 Flood Proofing & Flood Damage Protection

0-5966 Harbor of Refuge for Light-Draft Vessels, Barcelona, NY

0-5967 Compressive Strength of Molded Cylinders & Drilled Cores –Concrete

0-5968 Summary of Data – Epoxy Resins for Civil Works Projects March 1959

0-5969 Methods of Preparing Horizontal Construction Joints in Concrete

0-5970 Tracy Pumping Plant & Intake Canal & Discharge Lines

0-5971 Floods on French Broad River & Spring Creek – Hot Springs, NC

0-5972 Floods on Rock Creek West Fork & North Fork – Tullahoma TN

 

Box 173

0-5973 Floods on Little River – Townsend & Kinzel Springs, TN

0-5974 Floods  on Clinch River  Russell County, Virginia

0-5975 Floods on French Broad & Swannanoa  Rivers, Asheville NC

0-5976 Floods on Cypress, Cane Charlie, & Burnside Creeks, Camden TN

0-5977 Floods on North Chickamauga Mountain & Lookout Creeks  Chattanooga, TN

0-5978 Floods on Holston River – Surgoinsville & Church TN

0-5979 Floods on Doe River & Triburtary Creeks

0-5980 Floods on Middle Fork Holston River & Staley Creek, Marion VA

0-5981 Floods on Clinch River & Stony Creek,  Dungannon &  Ft. Blackmore, VA

0-5981R Floods on Clinch River & Stony Creek, Dungannon & Ft. Blacknore, VA

0-5984 Experimental Gas Cooled Reactor  Oakridge National Lab

0-5992 Earthquakes Felt in Kentucky 1776 – 1959

0-5993 An Outline of the Grand Dixence Hydro-Electric Scheme

 

Box 174

0-5994 Program for Reducing the National Flood Damage Potential

0-5994A Flood Problems & Management in the Tennessee River Basin

0-5996 Hydraulics of Lock Fillings & Emptying System

0-6000 Texarkana Dam, Texas

0-6003 Flood Control in Lower Mississippi River Valley

0-6005 Planning for Flood Damage Prevention

0-6007 Geological Engineering Problems of Water in California

0-6008 Preliminary Geologic Investigations for Cumberland City Steam Plant Site

0-6010 Control of Cracking in TVA Masonry Dams

0-6011 Operational Limitations on Flip Bucket Design

0-6012 Thermal Density Currents & Utilization in Condensing Water Design

0-6013 Subsurface Investigations – Wells Creek Structure   Stewart County, TN

0-6014 The Panama Canal

0-6015 Information on Flood Control – MS River Basin

0-6016 Letter to Civil Engineering  by W.F. Emmons

0-6017 Report – 25 Years

0-6019 Operation of TVA Reservoirs  by  N.W. Bowden

0-6020 Reservoir Shorelines – Management Under  Section 26A

0-6021 The Floating Boat Dock

0-6022 Discussion of Hydraulics of Circulating Systems

0-6023 The Structural Behavior of Shasta Dam

0-6024 Greenup Locks, Ohio River, Kentucky

0-6025 A Continuous Parabolic Interpolation Method

0-6026 Glen Canyon Bridge

 

Box 175

0-6028 Jackson Lock & Dam, Tombigbee River, Alabama

0-6031 New Approach to Local Flood Problems

0-6034 Basic Data in TVA & Revenue Bond Financing

0-6036 1959 Fire Record

0-6037 Sixth International Congress on Large Dams

0-6039 Jackson Dam, Tombigbee River, Alabama

0-6040 Hazards of Constructing Roads & Buildings on Flood Plain Lands

0-6041 Effect of Different Agricultural Covers on Water Runoff & Water Yield

0-6042 Digest of Technical Facilities

0-6043 Evaluation Tests of Concrete Mixer of Turbine Type

0-6045 Organization for Planning, Design, Construction & Operation of River Valley Projects

0-6046 Parsons, Brickerhoff, Quade & Douglas Notes  75 Years of Engineering

0-6048 Flood Plain Regulations

0-6049 National Valve Flow Nozzle Calibration Test

0-6050 High Low Flows – Stream Gages in Virginia in TN River Basin

0-6051 Tennessee River Navigation Charts      

0-6052 Black Butte Dam, Stony Creek , California

0-6053 Engineering Methods & Material  Research

0-6055 Studies of Ground-Water Movement

0-6056 Soil- Factor in  Shoaling Processes – A Literature Review

Box 176

0-6057 Effects of Structure & Foundation Interaction Upon Shock Transmission

0-6059 Greers Ferry Dam, Arkansas

0-6060 An IBM 650 Program for Computation of Thermal Gradients – Concrete

0-6061 Federal Programs for Collection of Data on Water Use

0-6062 Flood Proofing

0-6063 Design & Operation of Reservoir Water Level Measuring Equipment

0-6064 A Reliability Test of Hydrologic Frequency Methods

0-6065 Hydrologic Basis For Flood Zoning

0-6066 Flood Plain Management

0-6067-1 Irrigation & Power  Vol. 1

0-6067-2 Irrigation & Power  Vol. 2

0-6069 Floods

0-6070 Why Planning for Flood Damage Reduction is Needed

0-6071 Effects of Cavitation & Negative Pressures – Passage of Fish in Turbines

0-6072 Annotated Bibliography on Fish Passing Facilities

0-6074 Flood Damage Prevention in TN Valley

0-6076 Water Resources of East Tennessee Region

0-6077 Methods  for Sampling & Determining Sieve Analysis of Aggregates

0-6078-1 Review of Literature

0-6078-2 Influence of Fine-Aggregate Grading on Properties of Concrete  

0-6079 Preliminary Laboratory & Field Exposure Tests

 

Box 177

0-6080 Earth Manual

0-6081 Curricular & Professional Aspects of Geological Engineering

0-6082 Flood Histories - Emory & Obed Rivers & Clear & Daddy Creeks  NEMO Project

0-6083 Denison Dam & Reservoir  Lake Texoma, Red River,    

0-6084 Hungry Horse Dam

0-6085 Significance of Tests on Sulfate Resistance of Concrete

0-6086 Resistance to Chemical Attack

0-6087 Fly Ash in Heavy Construction

0-6088 Columbia Basin Project

0-6089 Glen Canyon Dam  1958

0-6091 Glen Canyon Dam  - 1959

0-6092 Impact Tests – Screening Method for Concrete Bonding Agents

0-6093 Davis Dam

0-6094 San Diego Aqueduct – Pipe Bending

 

Box  178

0-6095 Palisades Project, Idaho

0-6096 Tooma-Tumut & Toomaeucumbene Tunnels – Australia

0-6097 Importance of Smooth Surface Flow

0-6098 Why Close Tolerances are Necessary under high-Velocity Flow

0-6099 Gerber Dam- Neoprene Liquid Coating

0-6100 Shadow Mountain Reservoir

0-6101 Shadow Mountain Reservoir Second Interim Report

0-6102 Tests of Coating for Steel Pipe

0-6103 Test of Coating and Wrappings

0-6104 Laboratory Investigations of 81 Fly Ashes

0-6105 Soil Compaction for Buildings

0-6106 Rocky Reach Hydro Electric Project

0-6107 Conference of Research Reports 1-6

0-6108 Present Status & Forecast of Power Generation in Japan  1960

0-6109 Shape of Channels – Natural Streams Flowing in Erodible Material

0-6110 Effects of Heavy Sediment Concentration Near The Bed

 

Box 179

0-6111 River Valley Project Japan  1960

0-6112 Flood Control Development in Japan 1951-1960

0-6113 Information 1960  Japan

0-6114-1 Proposed New Highway Bridge – Chattanooga  Vol. 1

0-6114-2 Proposed New Highway Bridge – Chattanooga  Vol. 2     

0-6115 Industrial Sites & Economic Data  Wise County, Virginia

0-6116 Flood Damage Prevention, Lewisburg, TN

0-6117 Flood Problems & Solutions Through Urban Planning Programs

0-6118 Cast Iron Soil Pipe

0-6119 History of Appropriations  1945  Senate Document

0-6120 Fertilizer Trends

0-6121 Old River Navigation Lock, Louisiana

0-6122 NcNaary Lock, Columbia River, Washington

0-6123 Folsom Powerplant & Switchyard

0-6124 Oahe Dam, Missouri River South Dakota

 

Box 180

0-6125 Dardanelle Lock & Dam, Arkansas

0-6126 The Meaning of TVA   by Gordon R. Clapp 1953

0-6127 Resources & Their Use

0-6128 Legislative Foundation of TVA

0-6129 Administrative Foundations of TVA

0-6130 River Control System  Lecture 1         combine in 1 -4

0-6131 River Control System Lecture 2

0-6132 River Control System Lecture 3

0-6133 River Control System Lecture 4

0-6134 Public Health Problems of Developed Streams

0-6135 The TVA Power Program

0-6136 Forest Development

0-6137 Reservoir Management  Lecture 1   combine

0-6138 Reservoir Management Lecture 2

0-6139 Transportation & Regional Development

0-6140 Payment  in Lieu of Taxes

0-6141 Recreation in Regional Development

0-6142 Regional Economics & Development  Lecture 1

0-6143 Personnel Administration  Lecture 1        combine

0-6144 Personnel Administration Lecture 2

0-6145 Budget & Finance Administration in TVA Programs

0-6146 National Use of TVA Experiences

0-6147 20 Year Progress Report – Experiment in Public Administration

0-6148 How TVA Fertilizers Are Used

0-6149 The Fertilizer & Munitions Program

0-6150 Radiation Laboratory – Excavation with Nuclear Explosives

0-6151 Runoff – Small Mountain Watersheds

0-6152 The River Engineer  -from Military Engineer  1960

0-6153 The Cooperative Program in the Tennessee Valley

0-6154 Digital Computer Solution of a Microwave Reflector Problem

0-6155 Shelbyville, Tennessee & Bedford County, TN

0-6156 Hydrologic Networks & Methods

0-6157 Evapotranspiration Research in Western North Carolina

0-6157-A Evapotranspiration Research in Western North Carolina paper 60-707

0-6158 Flood on Piney River  Nov 18-19, 1957, Spring City TN

0-6159 Investigation of Methods of Finishing Formed Concrete Surfaces

Box 181

0-6160 Water Research News

0-6161 Storm Surges & Damages Caused by Typhoon No 15, 1959

0-6162 Model-Prototype Turbulence Scaling

0-6163 Discharge Measurements by Pitot Traverses

0-6165 Economics of Multipurpose Project Planning

0-6166 Floods on Hiwassee River & Ocoee River Charleston & Calhoun TN

0-6167 Floods on Holston River, Big& Caney Creek, Rogersville TN

0-6168 Floods on Tennessee River & Sequatchie River, Marion County, TN

0-6169 Floods on Tennessee River   TRI-Counties, Alabama

0-6170 Floods on Tennessee River & Jones Creek, Bridgeport, AL

0-6171 Floods on East Fork Clarks River & Rockhouse & Wades Creek

0-6172 Floods on Swannanoa River & Flat Creek   Black Mountain & Montreat, NC

0-6173 Floods on West Fork, Little Pigeon River,  Pigeon Forge, TN

0-6174 Floods on Piney River, Spring City, TN

0-6175 Development of Method of Test – Concrete Mixer Performance   Report 6-562

0-6176 A Legal View of Flood Plain

 

Box 182

0-6177 Tennessee-Warrior River Waterway ,  Arab, Al  1961

0-6178 North Fork Citico Research Watershed  May 1961

0-6179 Spillway for Markland Locks & Dam, Ohio River, Kentucky & Indiana

0-6180 Literature Review   Sulfate Resistant Concrete  Report 6-569 

0-6181 Culvert Tainter Valves, New Lock #19, Mississippi River  Report 2-537

0-6182 New Poe Lock, St Marys River, Sault  Ste.Marie, Michigan  Report 2-561

0-6183 Greenup Locks & Dam, Ohio River  Navigation Conditions Report 2-469

0-6184 Inland Navigation & The River Port

0-6187 Some Problems Associated- Growth of Science

0-6188 False Fonts on Limestone  & Dolomite Bluffs  1961

0-6189 Flood of August 1961  Upper French Broad River Basin

0-6190 Flood on east Fork Clarks river & Johns River, Watch Creek  , Benton KY

0-6191 Floods on Coal Creek, Briceville & Lake City TN

0-6192 Floods on Conasauga Creek & Cane Creek  Etowah TN

0-6193 Flood on Little TN River , Franklin, NC

 

Box 183

0-6195 Flood on TN River, Lenoir City. TN

0-6197 Floods on Sugar Fork-Sugar Creek, Mount Pleasant, TN

0-6198 Flood on Swannanoa River,  North Carolina

0-6200 Greenup Locks & Dam, Ohio River  KY & Indiana

0-6201 Dardanelle Lock, Arkansas River, Arkansas

0-6203 Columbia Dam, Chattahoochee River, AL & GA

0-6204 Columbia Dan & Lock & Dam, Chattahoochee River  Al & GA

0-6205 Eufaula Dam,  Canadian River, OK

0-6206 Pretensioned Concrete Investigation, Progress to 1960

0-6207 Barnhart Island-Cornwall Island Reach, St. Lawrence River

0-6208 Pike Island Locks & Dam, Ohio River

0-6209 Morro Bay Harbor, CA

0-6210 Maxwell & Opekiska Locks, Monongahela River, PA

0-6211 Evaluation – Effects of Alkalies & Accelerated Extraction Test

0-6212 Carlyle Dam, Kaskaskia River, IL

 

 

Box 184

0-6213 Cement Grouting

0-6214 Mineral & Structural Materials of Western North Carolina & North Georgia

0-6215 Low-Flow Augmentation Project – Johns Hopkins University

0-6216 Estimating Data  Hydro-Electric Equipment

0-6217 Interstate Conference on Water Problems

0-6218 Wave Forces on Rubble-Mound Breakwaters & Jetties

0-6219 Report on Electrical Development in Queensland

0-6220 Case Study of Damodar Valley Corporation ( India & Far East )

0-6222 Thorium Breeder Reactor Evaluation Vol 1.

0-6222 Thorium Breeder Reactor Evaluation Appendices

0-6224 Proceedings of Tennessee Water Resources Conference  May 1961

0-6225 Eurasian Watermilfoil in the Tennessee Valley

0-6226 Matrix Operations in Hydrograph Computations

0-6227 Uncontrolled Storage Evaluation & Runoff Forecast

0-6228 The Ocoee #2 Flume

0-6229 Navigation engineering Problems in a System of Multiple-Purpose Dams

 

Box 185

0-6230 Development of The Elk River Basin

0-6235 Summary Report- Yellow Creek Watershed, April 1959 –  June 1961

0-6236 Present Status of Evaporation Reduction by Chemical Films

0-6237 Nature & Distribution of Particles of Various Sizes in Fly Ash

0-6238 Wolf River Floodwall, Initial Observations

0-6239 New Cumberland Locks & Dams,  Ohio River, West Virginia

0-6240 Pike Island Locks & dams, Ohio River , West Virginia

0-6241 Outdoor Recreation for Growing Nation

0-6242 Earthmoving by Manual Labor & Machines

0-6244 Water Level Management as it Affects Malaria Control Operations

0-6245 Ocoee River Investigation Scheme A-2

0-6246 Navigation on the Tennessee River

0-6247 Uniform Movement in high Pressure Penstocks

0-6248 Lab. Studies of Roughness & Suspended Load of Alluvial Streams

0-6250 Manufacturing Employment in the Tennessee Valley Region

0-6260 Investigation of Partially Compacted weight of Concrete

0-6265 Investigation of Water-Reducing Admixtures for Concrete

0-6267 Multi-Port Lock Filling & Emptying System

0-6268 Elk River Watershed Area- section F  Minerals

0-6269 10 Year Test of Soil Slope Protection for Embankments

 

Box 186

0-6270 North Fork Citico Creek Research Project

0-6272 Density Currents –Stratified Reservoir

0-6273 Guide –  Development of Flood Plain regulations

0-6275 Floods on TN River, Steekee & Sweetwater  Creeks

0-6276 Winds & Waves on Tennessee River Lakes

0-6277 Kanopolis Reservoir, Smoky Hill River, Kansas

0-6278 Role of States in Guiding Land Use In Flood Plains

0-6279 Hoosic River, North Adams, Massachusetts

0-6280 Duluth-Superior Harbor 

0-6281 Big Bend Dam, Missouri River, South Dakota

0-6282 Flood Control For Bristol, Virginia-Tennessee

0-6284 Abnormal Stiffening of Concrete Containing Calcined Shale Pozzolan

0-6287 Hydraulics of Closed Conduit Spillways  Part 1

0-6288 Hydraulics of Closed Conduit Spillways  Part X

0-6289 Importance of Inlet Design on Culvert Capacity

0-6291 Floods on Big Nance Creek, Courtland, AL

 

Box  187

0-6292 Foundation Piling

0-6293 Evaluation of Hytech Instruments for Density Currents Studies

0-6294 Bear Creek Watershed           

0-6295 Elk River Watershed  

0-6296 Field Review of  Safety Program

 

Box 188

0-6297 Safety Program Review

0-6299 Role of States in Guiding Land Use in Flood Plains

0-6301 Analduas Diversion Dam

0-6302 Amistad Dam & Reservoir Project

0-6303 Navigation Channel, Arkansas River

0-6304 Experiments on Influence of Temperature on The Sediment Load

0-6305 Evolution & Current Status of Control Systems

0-6306 Strip Mining of Coal

0-6307 Uncontrolled Storage Evaluation in TN Valley

0-6308-1 The Saigon Substation

0-6308-2 Da Nhim Hydroelectric Project

0-6309 Compact Control Boards for Larger Units

0-6310 TVA Material for Oral paper – 1961

0-6311 False Fronts on Limestone & Dolomite bluffs

0-6312 Tennessee River System

0-6314 Twenty Eight Years Experience with Cavernous Limestone

0-6315 Mineral Resources Research in Tennessee Valley Authority

0-6316 Open Trench Powerhouse Drainage System

0-6317 How A Waterway Improvement Changed Environment

0-6318 Building A Non-Linear Sediment Yield Model With Computers

0-6319 Laboratory Services &Facilities

0-6320 Duration of Moist During – Concrete 

0-6321 Types of Flow in Open Channels

0-6322 Some Geologic Factors Bearing On Interpretation of Geophysical Anomalies

0-6323 Mineral Commodities Framework of Southeastern U S

0-6324 Bear Creek Watershed

0-6325 Flood Control For Stringers Branch at Red Bank-White Oak, TN

0-6325A Flood Control For Stringers Branch at Red Bank-White Oak, TN Supplement

0-6326 Study Tour of USSR – 1962 

0-6327 Personnel manpower Utilization reports  1955-1958

 

Box  189

0-6328 John Redmond Dam  Grand river, Kansas

0-6329 Duluth Superior harbor, Superior Wisconsin

0-6330 Aluminum-Coated Wires – Articulated Concrete Mattresses

0-6331 Critical Path Method

0-6332 Flood Damage Prevention

0-6333 Mississippi River Commission Report 1961

0-6334 Utilization of Precast Reinforced  Concrete in Hydrotechnical Structures

0-6335 Second Biennial Conference

 

Box 190

0-6336 Clad Fuel Reactor Power Plant

0-6337 Report To The President on Water Resources Research  1962 

0-6338 Annotated Bibliography – Hydrology & Sedimentation US & Canada  1955-1958

0-6339 Upper Bear Creek Experimental Project

0-6340 Flood Damage Prevention in NC

Box 191

 

0-6341 A Water Yield Model for Analysis of Monthly Runoff Data

0-6342 Investigation of Non-Metallic Waterstops

0-6343 TVA & Forestry

0-6344 An Appraisal of Coal Strip Mining

0-6345 Inventory of Published & Unpublished Chemical Analyses  US. & Puerto Rico

0-6346 New Power for TVA System

0-6347 TVA Multi- Port Filling & Emptying Systems

0-6348 Possible Continuation of Greenville Boundary in Southern Appalachians

0-6349 Possible Origin of Mississippi Valley Type Lead-Zinc deposits

0-6350 Problems on Large Power Systems with Large Generating Units

0-6351 Proceedings – 4th Regional Technical Conference Water Resources Far East

0-6352 Preliminary Geologic Investigations- Bristol Flood Control Projects

0-6353 What is Watershed Runoff  

0-6355 Air Pollution Studies Steam Plants 1958

0-6356 Water Resources Development by Army Corps of Engineers in Al

0-6357 Water Resources Development

0-6358 Conneaut Harbor Ohio

0-6359 Wes-Lmvd  Computer Center

0-6362 Allegheny Dam, Allegheny River

0-6363 Recreational Aspects of TVA Reservoirs

 

Box 192

0-6364 Tennessee River Waterway

0-6365 Appraisal of Mineral Rights – Alcoa Switching Station

0-6367 Flood Relief – Little Pigeon River & West Fork  Sevierville, TN

0-6368 Land & Water Resources Planning in the Southeast

0-6370 Navigation Improvement of Elk River to Fayetteville, TN

0-6371 Designing A 900-MW Unit for Automation

0-6372 Floods on North Toe River & Spruce Pine, NC

0-6374 Floods on Bullrun Creek & Hinds Creek  Anderson TN

0-6375 North Fork Citico Creek Watershed Study

0-6376 Kitakami River Basin

0-6377 Kaoping Basin , Tawian

0-6378 Sequatchie Valley  1963 

 

Box 193   

0-6379 Impact Type Energy Dissipator for Storm Drainage

0-6380 Tennessee River Computed Navigation Channel Velocities

0-6381 Recent Electric Power Developments in U.S.S.R

0-6382 Wolf Creek Dam Concrete

0-6383 TVA Computer Programs for hydrologic Analyses

0-6384 Floods on TN River Huntsville, AL  1964   

0-6385 Citico Creek

0-6386 Influence of Alkali Content of Fly Ash

0-6387 Lorain Harbor, Lorain Ohio

0-6388 Fort Randall Dam, Missouri River, South Dakota

0-6389 Harlan County Reservoir  Republican River, Nebraska   

0-6390 Siuslaw River, Oregon

0-6391 Navigation & Sedimentation Conditions – Arkansas River

0-6393 Bear Creek Watershed

0-6394 Oostanaula Creek, Athens TN

 

Box  194

0-6395 Symposium on Energy Dissipators

0-6396 Large Dams of the U.S.S.R.

0-6397 Clinch Powell Valley Summary of resources

0-6398 How to Choose A Leadership Pattern

0-6408 Runoff From Impervious Surfaces

0-6409 Clinch-Powell Valley     

0-6410 Water Resources Development  Kentucky

0-6411 Development of the Comahue Region, Argentina  1962

0-6412 Water Resources Development   Tennessee

0-6413 Vaiont Dam, Italy

0-6414 Ravenswood Unit   NY

 

Box 195

0-6415-1 Steam Plant Sites  Vol. 1  Northeast Area    

0-6415-2 Steam Plant Sites  Vol. II  Southeast Area   

0-6415-3 Steam Plant Sites  Vol. III  Northwest Area         

0-6415-4 Steam Plant Sites   Vol. IV  Southwest Area

0-6416 Nonuniform Flow Functions  Circular Section

0-6417 Water Resources Development   West Virginia

0-6418 Water Resources Development  Pennsylvania

0-6419 Seminar on River Basin Planning Ft. Belvoir, Virginia  1963

 

Box 196

0-6420 Typical Spillway Structure for Central & Southwestern Florida

0-6421 Garza-Little Elm Reservoir  Texas

0-6425 Flood of March 1963,  Tennessee River Basin Vol. 1

0-6425 Flood of March 1963  Photographs  Vol. II

0-6427 Slide Dam Construction Employing Nuclear Explosives

0-6429 Field Methods & Equipment Used in Hydrology

0-6430 Existing & Potential Power Development Columbia River

0-6431 Lower Hiwassee Valley   part   

 

Box 197

0-6431 Lower Hiwassee Valley   cont.

0-6432 Water Supply & Use in Tennessee Valley

0-6433 Water Resources Development in Afghanistan, Iran, etc

0-6434 Regional Symposium on Dams & Reservoirs

0-6437 Air Pollution Studies  1959

0-6438 Bear Creek Watershed

0-6439 Seiverville & Seiver County, TN  Channel Improvement

0-6440 Current Problems in Management of Scientific Personnel

0-6441 Floods on Powell River & Callahan Creek – Appalachia, VA

 

Box 198

0-6442 Prospecting  High Alumina Clay Deposits in West TN 

0-6445 Spillway for Proctor Dam Leon River, Texas

0-6446 TVA Water Control System

0-6447 CPM & Computers 

0-6448 Kahului Harbor, Hawaii

0-6449 Miller Ferry, Lock & Dam, AL

0-6451 Coal Fired Steam Power Plants – Ontario Hydro

0-6452 Floods on TN River & French Broad , Knox, TN

0-6456 Sevierville TN

0-6457 Coeburn, Virginia

0-6457S Coeburn Virginia Supplement Report

0-6458 Geology of the Hartford Dam Site

 

Box 199

0-6459 Flood Plain Information Study Clinch River, Tazewell, Virginia

0-6460 Research in U.S. Army Material Command  1964

0-6462 Embankments, Arkansas River, AK

0-6463 Operating Forces on Miter-Type Lock Gates

0-6465 French Broad River Basin in NC

0-6466 TVA Tributary Development Program

0-6467 Annotated Bibliography on Hydrology & Sediment 1959-1962

0-6468 Spillway for Typical Low-Head Navigation Dam, Arkansas River, AK

0-6469 Feasibility Study of Prestressed Concrete Pressure Vessel Design

0-6470 Prestressed Concrete Pressure Vessels for Nuclear Power Reactor

0-6471 Duration & Average Discharges Through Tributary Dam Sluices

0-6472 Preservation of Reservoir Sites

 

Box 200

0-6474 Major Freight Terminals on Tennessee River Waterway

0-6475 Miraflores Dam, Panama Canal Zone

0-6477 Amistad Dam, Rio Grande, Mexico & U.S

0-6478 Evaluation of Aluminum-Coated Wires

0-6480 Hurricane Barriers, Wareham-Marion, Massachusetts

0-6481 Total Hours of Operation & Average Spillway Gate Discharges

0-6482 Division of Water Control Planning Annual Report  1975

0-6484 Flood Situation Along Cane Creek, Petersburg, TN

0-6485 Oahe Dam, Missouri River, South Dakota

0-6486-1 Nuclear Chemical Research at Oak Ridge – General Report

0-6486-2 Nuclear Chemical Research at Oak Ridge – Chemical  Report

0-6486-3 Nuclear Chemical Research at Oak Ridge – Phosphorus Furnace

Box 201

 

0-6487 Analyses & Description of Capacity Tests – Large Concrete Lined Canals  

0-6488 Maryville Alcoa Flood Relief Investigations

0-6489 Protection of Narragansett Bay From Hurricane Surges 

0-6490 St. Charles, Virginia  Flood Relief Plan

0-6491 Floods on French Broad Little TN & Hiwassee River  1964

0-6492 The Development of Groundwater Resources – Deltaic Areas

0-6493 Manual of Standards & Criteria for Planning Water Resource Project

0-6494 Proceedings of the Regional Symposium on Flood Control- Deltaic Areas

0-6495 GCR Survey Team Report

0-6496 Planning Status Report James River Basin, Virginia

0-6497 Planning Status Report Roanoke River, Virginia-North Carolina

0-6498 Planning Status Report Cape Fear River Basin, North Carolina

0-6499 Planning Status Report Yadin-Pee Dee River Basin  North & South Carolina

0-6500 Planning Status Report Santee River Basin, North & South Carolina

0-6501 Planning Status Report Savannah River Basin

0-6502 Planning Status Report Altamah River Basin, Georgia

0-6503 Soil-Cement in Earth Dam Construction

0-6504 Floods on Valley River, Andrews North Carolina

0-6505 Floods on Tennessee River, Blount County, TN

 

Box 202

 

0-6506 Floods on Clinch River, Clinchport, Virginia

0-6507 Floods on Tellico River & Hunt Branch,  Tellico Plains, TN

0-6508 Tributary Area Development  1970-1971

0-6509 Hilo Harbor tsunami Model

0-6510 Planning Status Report Alabama Coosa River Basin

0-6511 Planning Status Report Tombigbee Warrior River Basin

0-6512 Cumberland River Basin

0-6513 Tallapoosa River  1964

0-6514 Visual Aesthetics as Related to Industrial Hygiene

0-6515 Abandoning & replacing A Hydroelectric Project

0-6517 Fringe Benefits – TVA  a Federal Agency

0-6519 Effective Stress  vs. Strength  Saturated Fat Clay    MIT    

0-6523 Reaction Involving Nondolomitic Limestone Aggregate in Concrete

0-6529 Experimental Gas-Cooled Reactor – Monthly Progress Reports

 

Box 203

0-6529 Experimental Gas-Cooled Reactor – Monthly Progress Reports

0-6530 Jonesville Lock, Louisiana

0-6531 Degray Dam,  Caddo River Arkansas

0-6532 Kentucky Reservoir Steady Flow – Downstream Stages

0-6533 Half Moon Bay Harbor, California

0-6534 Red Rock Dam, Des Moines River, Iowa

0-6535 Maxwell Locks & Dam Monongahela River Reduction of Wave Action In Marina Del Rey, California

0-6536 Planning Status Report Pamlico-Neuse River Basin, North Carolina

0-6537 Planning Status Report   Apalachicola River basin, GA, AL & FL

0-6538 Planning Status Report Rappahannock River Basin  Virginia

0-6539 Report on Conference on Research Activities

0-6543 Barkley Lock & Dam, Kentucky

0-6544 Belleville Locks & Dam, Ohio River & West Virginia

0-6545 Plans for Reducing Shoaling Southwest Pass, MS River

0-6546 Stockton Dam, Sac River Missouri

 

Box 204

0-6547 Prototype Hawser-Force Measurements  Jackson Lock, AL

0-6548 Model Study of Bessie Coutoff Mississippi River

0-6551 Planning Status Report  Pascagoula-Pearl River Basin

0-6552 Planning Status Report  Ogeechee River Basin

0-6553 Planning Status Report  Chowan River Basin

0-6554 Surveys & Layout for River Project Construction

0-6557 Reservoir Operating Guides  1964, 1965, 1966

0-6557 Reservoir Operating Guides  1969 , 1970, 1971

0-6557 Reservoir Operating Guides 1972, 1973, 1974-1975

0-6558 Power Plant Data Logging & Control

0-6559 Blue Ridge Dam Spillway Discharge Tables

0-6560 Singleton Materials Engineering Lab, Knoxville TN 

0-6561 Instrumentation for Measurement of Structural Behavior – Concrete Graviaty

0-6562 Lab. Freezing – Thawing Test of Concrete

0-6563 High Dams & Slack Waters  -   By.  Wilmon Henry Droze  (book)

0-6564 Summary of Capabilities  1965

0-6565 Properties of Fly Ash Concrete

0-6566 Fuel Firing System – Self Contained

0-6570 Upper Duck River – Development Potential of Main Stem

0-6571 Chattanooga Flood Protection

 

Box 205

0-6572 Computer Programs for Standard Soil Lab Tests Data

0-6573 Outlet Works, Cochiti Dam, New Mexico

0-6574 Spillway for Typical Low-head Navigation Dam - Arkansas 

0-6575 Matagorda Ship Channel Model Study, Texas

0-6576 Cannelton main Lock, Ohio River

0-6577 Ten Year Program of Federal Water Resources Research

0-6578 U.S Navy Mooring Facility, Point Loma  San Diego, CA

0-6579 Cayuga Inlet, New York

0-6580 Cannelton Locks & Dams , Ohio River

0-6581 Conference on Coordination of Research Activities Corps of Engineers  1965

0-6582 Water Resources Research Catalog

0-6583 Use of Safety Harbors Along the Tennessee River Waterway

0-6584 Nassau Harbor, Bahamas  Stability of Rubble Mounds

0-6585 Reliability Engineering Study of Commercial Electric Steam Turbo Generators

Box 206

0-6586 Investigation of Procedures for Testing Grout Fluidifiers

0-6587 Nassau Harbor, Bahamas  Improvement Plan

0-6588 Floods on Streams – Elizabethton TN

0-6589 Floods on Nolichucky River  North & South Indiana Creeks 

0-6590 Floods on Big Moccasin Creek, Gate City, VA

0-6592 Fort Randall Dam  

0-6593 Approximate Theories of Pheumatic Wave Generators

0-6594 Resistance Coefficients for Structural Plate Corrugated Pipe

0-6596 Planning Status Report Tennessee River Basin

0-6597 Investigation of Expanding Cements

0-6599 Planning Status Report Escambia- Choctawhatchee River Basin

0-6600 Comparison of Coal-Fired and Nuclear Power Plants

0-6601 Effects on Concrete Quality of Fluctuations

0-6602 Stability of Seawall Texas City, TX

 

Box 207

0-6603 Investigation of Portland Blast-Furnace Slag Cements

0-6604 Holt Lock & Dam Warrior River, AL

0-6605 Investigation of a Proprietary Chemical Admixture for Concrete

0-6606 Miller Ferry & Jones Bluff Locks

0-6607 Souvenir U.D. Study Tours

0-6608 Water Temperature of Streams & Reservoirs     

0-6612 Mississippi River Levees – Investigation of Underseepage

0-6613 St. Johns Bayou Floodgate, Missouri

0-6615 Dana Point Harbor, California

0-6616 Hannibal Locks & Dam, Ohio River

0-6617 Walnut Creek Project, California

0-6618 Locks & Dam No. 4  Monongahela River, PA

 

Box 208

0-6619 Cordell Hull Navigation Lock,  TN

0-6620 Monterey Harbor, CA – Feasibility Study for Surge Action

0-6621 Dana Point Harbor, CA

0-6622 Shelbyville Dam,, Kaskaskia River, IL

0-6623 Navigation & Economic Growth

0-6624 Investigation of Improved Carlson Stress Meter

0-6625 Holt Lock & Dam, Warrior River, Al

0-6626 Culvert Pressure, Greenup Lock, Ohio

0-6627 Belleville Locks & Dam, Ohio

0-6628 Hilo Harbor Tsunami Barrier, Hawaii

0-6629 TVA Concrete Gravity Dams, Uplift Observations & Remedial Measures

0-6630 Navigability of Green River

0-6631 Probable Maximum & TVA Precipitation Over River Basin

0-6632 Oroville Dam During Flood of Dec. 1964

 

Box 209

0-6633 Arkansas River Project

0-6636 Physical Properties of Some Typical Foundation Rocks

0-6637 McAlpine Locks & Dams, Ohio River

0-6638 Ocoee #1  Units 1-5 Characteristics Curves

0-6639 Methods of Testing Aggregate Larger Then 1 ½  Inch

0-6640 Comparison Tests of Plain & Refled Dredge Discharge Pipe

0-6641 Investigation of Nonmetallic Waterstops

0-6642 Charleston Harbor & Navigation Improvement of Cooper River, SC

0-6643 St.Clair River, Michigan

0-6644 Lock & Dam #4, Arkansas River

0-6645 Dispersion of Stack Gases

 

Box 210

0-6646 Methodology – Tidal Computations for Sea Level Canal

0-6647 Comparison of Properties of Mass Concrete - 

0-6648 Investigation of Vibrating Slope Method

0-6649-1 Energy R & D And National Progress

0-6649-2 Energy R & D And National Progress  Findings & Conclusion

0-6650 Light Water Nuclear Power Study  1965    

 

Box 211    

0-6651 Feasibility of 200MWE or PWR Steam Plant  for TVA    

0-6652 Effects on Rate of Loading on Shear Strength – Soils

0-6653 Little Sioux River, Iowa

0-6654 Blue Ridge Project – Unit Characteristic Curves

0-6655 Columbia Lock & Dam  Ouachita River  Louisiana

0-6656 Water Resources Seminar

0-6657 Outage Cost Factors as Rational Basis – Large Electric Generating Equipment

0-6658 Model Study of Hopper Dredge Dragheads

0-6659 Turtle Creek, PA  Channel Improvement

0-6661 New Buffalo Harbor, Michigan

0-6662 Burns Waterway harbor, Indiana

Box 212

0-6663 Development of Water Resources in Appalachia      

0-6664 Engineer Lab Research  1965-66, 1967-68, 1971-72

0-6665 Floods on Stream  Newport TN

0-6666 Floods on West Chickamauga Creek, GA

0-6667 Floods on Shoal Creek & Town Branch, Al

0-6668 Chattonooga TN  Brainerd Area

0-6669 Durability & Behavior of Prestressed Concrete Beams

0-6670 High Strength, High Density Concrete

 

Box 213

0-6672 Florida Peninsular Area

0-6675 Eau Galle Reservoir, Wisconsin

0-6676 Willow Springs & Sag Junction Diversions, IL

0-6677 Survey of Electric Utility Construction Estimates 1966-1972

0-6678 Millers Ferry Lock & Dam, AL

0-6679 Gering Valley Project, Nebraska

0-6681 U.S. Dams

0-6682 Deleterious Effects on Form Lumber on Concrete Surfaces

0-6683 Study of Vibration on Concrete

0-6684 Gas/Dust Flow Studies

0-6685 Influence of Reinforcing Details – Concrete

0-6686 Bradshaw Creek – Elk River

0-6686-1 Synopsis of Bradshaw Creek-Elk River

0-6687 Nebraska Power Review Board 

0-6688 Arkansas River Navigation Entrance

0-6689 Light Water Nuclear Plant Feasibility Study 1965

0-6690 Eroterv Publications  1963, & 1964

 

Box 214

0-6691 Northwest Georgia

0-6693 Sedimentation in TVA Reservoirs

0-6695 Methods of Determining In-Situ Rock Stresses

0-6696 Eisenhower & Snell Locks, St. Lawrence Seaway

0-6697 Comprehensive Plant for Water Quality Management   Vol. 1    part

 

Box 215

0-6697 Comprehensive Plant for Water Quality Management   Vol. 1 

0-6697 Comprehensive Plant for Water Quality Management   Vol. 2   

0-6698 Emory River Valley 

Box 216

0-6699 Upper French Broad River Basin- Related to Proposed Water Systems

0-6700 Upper French Broad River Basin – Plan for Economic Growth

0-6701 Acoustic Flowmeter Prototype Evaluation Tests

0-6702 Kaysinger Bluff Dam, Osage River Missouri

0-6703 Kawaihae Harbor, Hawaii

0-6704 Santa Barbara Harbor, CA

0-6705 Freezing & Thawing Tests- Concrete

0-6709 Water Resources Developments in Spain

0-6711 Locks & Dams , Ohio River & West Virginia

0-6712 Wasserbau-Mitteilungen   1967

0-6713 Use of High Modulus Inclusion for in-Situ Stress

0-6714 Lock & Dam #9

0-6715 Water Wave Pressures on Seawalls & Breakwaters

0-6716 Development of Material for Modeling Rock

0-6717 Shelbyville Reservoir Project, IL

0-6718 West Point Dam, Al & GA

0-6719 Water Resources in Appalachia   part

 

Box 217

0-6719 Water Resources in Appalachia  cont.

0-6719 R Water Resources in Appalachia   2nd draft  

0-6719-S Development of  Water Resources in Appalachia  Selected Chapters

0-6721 Glimpse of Shikoku Electric Power Co  1966

0-6722 30th Semi-Annual Electric Power Survey  1967

0-6723 Generator Buses

0-6724 Noyo Harbor, California

0-6726 Garrison & Oahe Dams, Missouri River

0-6728 Aeration of Efficiency of Howell Bunger Valves

0-6729 Summersville Dam, West Virginia

0-6732 Proportioning Fly Ash Concrete Mixes

0-6733 Floods on Clinch River & Blackwater Creek, TN

0-6734 Floods on Cheoah River, Robbinsville NC

0-6735 Floods on Streams Paris, TN

 

 

Box 218

0-6736 Hydraulic Fracturing in Porous & Nonporous Rock  

0-6737 Robert S. Kerr Lock & Dam, Arkansas River

0-6738 TVA Dams Uplift Observations & Remedial Measures

0-6739 Stream Turbine Drivers for Forced Draft Fans

0-6740 Horizontal Boring Technology

0-6742 Use of Membrane-Forming Curing Compounds

0-6743 X-Ray Emission Analysis of Portland Cement

0-6744 Hydraulic Characteristics of Mobile Breakwaters

0-6745 Upper Little Tennessee River Region     

0-6746 Crescent City Harbor, CA

0-6746-A Crescent City Harbor, CA  Appendix A

0-6747 Monterey Harbor, CA

 

Box 219

0-6748 Lock & Dam # 2  Arkansas & Oklahoma

0-6749 Design of Cover Layers for Rubble-Mound Breakwaters

0-6750 Limiting Heights of Breaking & Non-Breaking Waves

0-6751 Howell-Bunger Valve Containment Structure

0-6752 Merritt Dam – Missouri

0-6755 Reichle Dam, Montana

0-6756 Ozark Lock & Dam, Arkansas River

0-6757 Navigation Conditions in Fort Smith Reach, Arkansas

0-6758 Newburgh Lock, Ohio River

0-6761 Major Hydraulic Institutions in France Using Mathematical Models

0-6762 Hydraulic Power     

0-6765 Benefit Costs Analysis for Water Resource Projects:

0-6767 River Mileage Measurement

0-6769 Wave Damping Effects of Screens

0-6770 Shock Pressures Caused By Waves Breaking

0-6774 Analysis of Governing Action & Determination of Governor

 

 

Box 220

0-6775 Boundary Effects of Uniform Size Roughness Elements

0-6776 An Experimental Study of Breaking Wave Pressures

0-6779 Surveys -        

0-6780 Investigation of Methods For Removing Stains – Mortar & Concrete

0-6781 Prediction of Withdrawal Layer Thickness in Density Stratified Reservoirs

0-6783 Determination of Withdrawal Layer Thickness in Density Stratified Reservoirs

0-6785 Vertical Diffusivity in Density-Stratified Reservoirs

0-6786 Graphical Temperature & D.O Prediction Methods

0-6787 Layout of Water Quality Field Study

0-6788 Unsteady Flow Simulation in Rivers & Reservoirs

0-6789 Kaskaskia River Navigation Project, IL

0-6790 Expedient Reinforcement for Concrete Used in Southeast Asia

0-6792 Columbia River Estuary

0-6793 Theory of Stress Determination -  Isotropic Medium

0-6794 Houston Ship Cannel, TX

0-6795 Lock & Dam No. 7  Arkansas River

0-6797 TVA Electric Power Generation & Environment

 

 

Box 221

0-6798 TVA Experience With Concrete Chimney Linings

0-6799 TVA Experience With Brick Chimney Linings

0-6800 TVA First Main River Supervisory Controlled Project

0-6801 Floods on Richland Creek North Carolina

0-6802 Floods on South Chickamauga Creek, Ringold GA

0-6803 Heat & Mass Transfer – Water Surface & Atmosphere

0-6804 Water Temperature Regime of Fully Mixed Streams

0-6812 Summary of Reservoir Sediment Deposition

0-6813 Summary Report Suspended Sediment Investigations

0-6814 Charleston Naval Shipyard, SC

0-6815 Investigation  of Colorless & Water-Based Concrete Curing Compounds

0-6816 Mission Bay Harbor, CA

0-6817 Crescent City Harbor, Tsunami Model

0-6818 Use of Epoxy or Polyester Resin

0-6819 Mechanics of Flow – Stratified Reservoirs in Interest of Water Quality

0-6820 Port San Luis, CA

0-6821 Rend Lake Reservoir, IL

 

 

Box 222

0-6822 Research For Civil Works      

0-6824 Water Wave Transmission

0-6825 Effects of Axial Restraints on Length Change of Expanding Mortar Bars

0-6826 A Comparative Field Study of Rock Stress Determination Techniques

0-6827 Effect of Confining Reinforcement on the Ductility of Reinforced Concrete

0-6828 Atchafalaya Basin, Louisiana

0-6829 Webbers Falls Lock & Dam Arkansas River

0-6830 Dardanelle Lock, Arkansas

0-6831 Correlation of Hardened Concrete Test Methods and Results

0-6832 Ansonia-Derby Local Protection Project, CT

0-6833 Characteristic Pressure Distribution in Outlet Works Inlets

0-6834 Precision of Quartz Crystal & Mercury Differential Thermometers

0-6835 Fractures & Failure Mechanics in Loess and Applications to Rock Mechanics

0-6836 Hydro-meteorological Report # 45

 

 

Box 223

0-6838 Hugo Dam, Kiamichi River Oklahoma

0-6839 Accelerated Strength Tests of Pozzolans

0-6840 Galveston Bay Hurricane Surge Study

0-6841 Scale Effect Tests for Rubble Mound Breakwaters

0-6843 TVA  Construction Statement

0-6844 Field  Study on Comparison of Performance of Internal Vibrators

0-6845 Asme Code Testing of Large Steam Condensers

0-6846 Results From Tests on Seven Large Condensers by ASME Code Methods

0-6847 Lab Apparatus for Determination  of Anchorage Capacity of Rock Bolts

0-6849 Availability of Primary & Auxiliary Operating Equipment for Spillways

0-6850 Theory  Stress Changes

0-6851 Potential Alkali Reactivity  of Carbonate Rock

0-6853 Tensas River, Bayou Macon, Louisiana

0-6855 Study of Vibration of Concrete

0-6856 Jones Bluff Lock & Dam, AL

0-6857 Investigations of Various Shapes of Upstream Quadrant

0-6858 Duffield Community, Virginia

0-6859 Steam Power Plant Site Selection

 

Box 224

0-6860 Steam Plant Data – High Pressure Plants

0-6861 New Hope Reservoir, NC

0-6862 Evaporation in TN River Basin

0-6871 Northwest Conference – Role of Nuclear Energy

0-6872 Short and Long Time Deflections of reinforced Concrete Flat Slabs

0-6873 Operating Forces on Sector Gates Under Reverse Heads

0-6874 Atomic Absorption Spectrophotometer for Analysis of Cement

0-6875 Erosion & Riprap Requirements at Culvert & Storm-Drain Outlets

0-6876 Beltzville Dam, Pohopoco Creek, PA

0-6878 Floods on French Broad River & Tributaries

0-6879 Floods on TN River & Cypress Creek, Kentucky

0-6880 Vermilion Harbor, Ohio

0-6881 Rowlesburg Dam, West Virginia

0-6882 Alum Creek Dam, Ohio

0-6884 Atchafalaya Levee System, LA

0-6885 Lake Erie-Lake Ontario Waterway

 

Box 225

0-6886 Expedient Reinforcement for Concrete – Southeast Asia

0-6888 Feasibility Methods for Increasing Load-Carrying Beams

0-6889 Research Promises New Solutions To Water Quality Problems

0-6890 Electrical Design Practices – TVA Fossil Fueled Generating Plants

0-6891 Energy & The Environment

0-6892 Effects of Duration of Moist Curing On Concrete

0-6893 Air Entrainment in Mass Concrete

0-6894 Water Temperature Control Weir – Meramec River Missouri

0-6897 Influence of Sand Grading

0-6898 Tests of Sanded Grouts

0-6899 Engineering & Design Stability of Earth & Rock Fill Dams

0-6900 Investigation of Shotcrete

0-6901 Meramec Park Dam, Missouri

0-6902 Investigation of Instruments Pore Pressure in Concrete

0-6903 Strength & Deformation Properties of Granite, Basalt

0-6904 Lock & Dam #13, Arkansas River

0-6905 Copan Dam, Oklahoma

0-6906 Tocks Island Dam, PA, NY, NJ

 

Box 226

0-6907 Galveston Bay Hurricane Surge Study Report 2

0-6908 Galveston Bay Hurricane Surge Study Report 3

0-6909 Investigation of Nonmetallic Waterstops

0-6910 Tests of Selected Insulating Materials for Mass Concrete

0-6911 Open Hole Hydraulic Fracturing as A Stress Measurement Method

0-6912 A Quality Environment in The TN Valley

0-6913 Investigation of Nonmetallic Waterstops

0-6914 Chagrin River, Eastlake, Ohio

0-6915 Lock and Dam # 17, Arkansas River Project

0-6921 Effects of Surface Roughness on Shear Strength of Joints in Rocks

0-6922 Geomechanical Model Study of The Failure Modes of Jointed Rock Masses

0-6925 Remote Facility for Spent Fuel Shipping Cask Decontamination

 

Box 227

0-6926 Lock & Dam # 14, Arkansas River

0-6927 Crescent City Harbor, CA

0-6935 Design Basins for Protection System & Actuator Systems

0-6936 Evolution of Steam Power Generation in the TVA System

0-6937 Loss-of Cooling Accidents in a Gas Cooled Fast Reactor

0-6938 TVA Communication System Requirements

0-6939 Power Plant Design

0-6940 TVA Nuclear Power Program

0-6941 Fossil Fuel-Fired Power Plant Pollutants

0-6942 Electrical World Conference

0-6943 Nuclear Power in the South

0-6944 Inspection & Maintenance of TVA Dams

0-6945 Selection & Design of Compacted Rockfill Dam

0-6947 Introduction To Nuclear Power   

0-6949 Underwater Inspection & Repair of TVA Dams

0-6950 Toward the Evolution of Nuclear Engineering Curricula

0-6951 Evaluation of Three Energy Dissipators for Storm-Drain Outlets

0-6952 Oak Harbor, Washington

0-6954 The Cumberland River

0-6955 Project Maps              

0-6956 Control of Scour at Hydraulic Structures

0-6957 Flow Induced Traverse Vibrations of Trashrack Bars

0-6958 Rock Bolt Reinforcement

0-6959 Selective Withdrawal Characteristics of Weirs

0-6960 Spillway Gate Vibrations on Arkansas River Dams, AK

 

Box 228

0-6961 Effect of Rate of Lifting of Slump Cone On Indicated Slump of Concrete

0-6962 Neuron: Super Control Module

0-6963 Allocations of Costs

0-6964 Floods on North Fork Powell River & Cane Creek  VA

0-6967 Research on Rock Bolt Reinforcement

0-6968 Survey of Applications of Epoxy Resins for Civil Works Projects

0-6969 The Auxiliary & Control Power Systems

0-6970 Effects of Water on Epoxy Resin System

0-6971 Howell-Bunger Valve Vibration Summersville Dam

0-6972 Completion Report Utility Relocations- Great Falls Bridge

0-6973 Durability & Behavior of  Prestressed Concrete Beams

0-6974 Environment Statement – Coal Use

0-6976 Clarence Cannon Reservoir

0-6980 Humboldt Bay, CA

0-6982 Operating Forces on Sector Gates Under Reverse Heads

0-6983 Compaction of Mass Concrete With Vibratory Roller

0-6984 Limit of Applicability of Linear Wave Refraction Theory

0-6985 X-Ray Measurement of Soil Densities in Models

0-6986 Branched Oak & Cottonwood Springs Dams South Dakota

 

Box 229

0-6987 Draft Environmental Statement  & Statement Environmental

0-6988 Environmental Statement

0-6994 Investigation of Nonmetallic Waterstops

0-6995 Draft & Final Environmental Statement

0-6996 Creep, Strength & Elasticity of Concrete at Elevated Temperatures

0-6998 Total Life Cost & Ilities

0-6999-1 Comments – Seismic Analysis of Building Structures at TVA Nuclear Plants

0-6999-2 Symposium on Structural Design of Nuclear Plant Facilities  Session II

0-6999-3 Symposium on Structural Design of Nuclear Plant Facilities  Session III

0-6999-4 Symposium on Structural Design of Nuclear Plant Facilities Session IV

0-7001 Dynamic Strain Measurements with Carlson Strain Meters

0-7002 Wold River Floodwall, Memphis TN

0-7003 Supercritical Flow in Curved Channel

0-7004 Power Plant Maintenance Program

0-7005 Control of Fossil Fuel Plant Stack Gas Effluents

0-7007 Preparation of Ends of Concrete Cylinders for Testing

0-7008 Effects of Duration of Moist Curing on Concrete

0-7010 Navigation Conditions in Little Rock Reach, Arkansas River

0-7011 Earthquake Resistance of Earth & Rock-Fill Dams

0-7012 Practical Guidance for Estimating & Controlling Erosion at Culvert

0-7013 Measurements of Blast Pressures in the Norad Cheyenne Mountain

 

Box 230

0-7014 Effects of Pore Pressure – Berea Sandstone

0-7015 Design of Reactor Building Vacuum Relief System

0-7016 Seismology of West Tennessee & Adjacent Areas

0-7017 Design Consideration for Deep Underground Protective Facilities

0-7018 Cement Durability Program

0-7019 Submerged Sills in the St.Clair River

0-7020 Resin Concrete: A Literature Review

0-7021 Aggregate Concrete Mixtures with High Water-Cement Rations

0-7022 Wave Damping Effects of Fibrous Screens

0-7023 Stress & Strain – Cylindrical Tunnel

0-7024 Earthquake Resistance of Earth & Rock Fill Dams

0-7025 New Bankhead Lock AL

0-7026 Reliability Analysis:

0-7028 St. Louis Harbor, Mississippi River   

0-7030 Soils Field Manual

0-7033 Simultaneous, Multiple-Level Release From Stratified Reservoirs

0-7034 Oakley Dam, Sangamon River, IL

 

Box 231         

0-7035 Application of Petrofabric Analysis to Rock Mechanics

0-7036 Draft  & Final Environmental Statement  Vector Control Program

0-7037 Duplication of Dilatant Behaviors in the Analysis of Jointed Rocks

0-7039 Analysis of Environmental Statements for Corps of Engineers

0-7040 Concrete for Prestressed Containments

0-7041 Proceedings Of Fifth Annual Southeastern Symposium on System Theory

0-7042 Structure- Foundation Interaction During Earthquakes

0-7043 Safety Considerations in Design of Multi-Unit Nuclear Plants

0-7044 Protection Against Pipe Whip

0-7046 Warm Springs Dam, CA

0-7047 Navigation Conditions at Confluence of Arkansas River

0-7048 Model Studies of Rock Bolted Tunnels

0-7049 Galveston Bay Hurricane Surge  1973

0-7050 Wave Transmission Through Rock Structures

0-7051 Effective Hydraulic Roughness for Channels

0-7052 Analyses of Check-Test Results of Pozzolan Samples

0-7053 Chena River Lakes, Alaska

0-7054 Mathematical Simulation of Turbidity Structure

0-7055 Selective Withdrawals from Man-Made Lakes

0-7056 Concrete Technology Information

0-7057 Devil’s Island Reach, Missouri

 

 

Box 232

0-7058 Tallahala Dam, Mississippi

0-7059 Finite Element Studies of Pile Drivers

0-7060 Reflection Characteristics of Screen Wave Absorbers

0-7061 Scaling of Ground Motions from Contained Explosions

0-7062 Water Resources Development

0-7063 Clinton & Fort Scott Dams, Kansas

0-7064 Lock & Dam # 8, Arkansas River

0-7065 Energy Dissipator for Santa Paula Creek, CA

0-7066 Effects of Heated Water on Aquatic Life

0-7067 Decade of Steam Turbine-Generator Progress

0-7068 Industrial Development

0-7069 Drainage & Erosion Control Facilities

0-7070 Trotters Shoals Spillway

0-7071 Detection of Subsurface Cavities

0-7072 System Control News   part

 

Box 233

0-7072 System Control News  cont.

0-7073 Consequences on Environment of TVA Reservoir Systems

0-7074 Lab. Evaluation Of An In Situ Torsional Shear Device

0-7075 Cost Estimating Manual

0-7076 Motor Operated Disconnecting Switch Ice Tests

0-7077 Maintenance & Repair of Concrete & Masonry

0-7078 TVA Dam Inspection Activities

0-7080 Review of TVA Problems & Treatments of Foundations

0-7081 Metal Testing Manual      

0-7082 Standard Format & Content of Safety Analysis Report

0-7084 Beech Fork Lake, West Virginia

0-7085 Preparing Horizontal Construction Joints in Concrete

0-7087 Lock & Dam #26 Mississippi River

0-7089 Structure Foundation Interaction of Nuclear Power Plant- During Earthquakes

0-7090 Steam Plant Data- High Pressure Plants

0-7091 John Day Dam

 

Box 234

0-7092 Thin Shell Structure – Response Spectra

0-7093 Nature’s Constant  Gift

0-7094 Draft of Environmental Statement – Chattanooga TN

0-7094 Environmental Statement  Final – Chattanooga TN

0-7097 Papillion Creek, Nebraska

0-7098 Final Cost of Bridge Replacements   Great Falls Reservoir

0-7099 Determination of Trashrack Frequencies using II *

0-7100 Data Analysis During Containment Leak Rate Test

0-7103 Pollution, Precipitators, Problems & Plans   

0-7104 Specifications for High Efficiency Electrostatic Precipitators

0-7105 Ansi  N177 Position Paper Summary

0-7108 Spillway Crest Design  1973

0-7109 Concrete Armor Units for Protection Against Wave Attack

0-7110 Tensile Strength of Concrete – Test Procedure

0-7111 Draft  Environmental Statement  Elkmont Rural Village

0-7111 Final Environmental Statement  Elkmont Rural Village

0-7112 Lightning Protection of Substations & Switchyards

0-7113 BWR 6  Plant Standardization

0-7116 North Fork Dam Model

0-7117 Jackson Hole Flood Control 1974

0-7118 South Ellenville Flood Control Project, NY

0-7119 Quality Assurance Criteria for Nuclear Power Plants

 

Box 235

0-7120 Numerical & Physical Modeling of Reinforcement Systems

0-7124 Computer Study of Steel Tunnel Supports

0-7125 Development of Stress Relief Method

0-7126 Meteorogical Criteria for Extreme Floods

0-7127 Cellular Block Lined Grade Control Structure

0-7128 Laboratory Tests – Sault Ste. Marie, Michigan

0-7130 Microthesaurus of Soil Mechanics Terms

0-7132 Use of Tow Sequencing Procedures – Lock Facilities

0-7133 Tensile & Compressive Strengths for Lean Mass Concrete

0-7134 Pullout Resistance of Reinforcing Bars Embedded in Hardened Concrete

0-7135 Roller Compacted Concrete Studies at Lost Creek Dam

0-7137 Environmental Benefit-Cost Analysis for Nuclear Plant

0-7138 Preliminary Program- AIAA/ASME

0-7139 Dynamic Behavior of Steel Chimney Liners

0-7140 Analytical Approach to Overhead Shield Wires

0-7142 New Development in Fabrication of ASME Boiler

0-7143 Dynamic Stability of Nuclear Containment Vessels

0-7145 Fast Set Shortcrete in Concrete Construction

0-7146 Design of AC Auxiliary Power Distribution

0-7147 Design of Realiable Safety Systems

0-7148 Van Buren Reach, Arkansas River  1974

Box 236

0-7149 Slipform Construction for Use in Mass Concrete Structure

0-7150 Investigation of Shortcrete  1974

0-7151 Mississippi River & Tributaries Project

0-7152 Breeder Briefs

0-7154 Mechanical System Experiences in Commercial Nuclear Power Plants

0-7155 Near Field Mixing of Blowdown Discharge

0-7156 Planning Nuclear Plant Construction Using Critical Path Methods

0-7157 Materials of Construction

0-7158 Quality Assurance Requirements – Patterns & Growth

0-7159 Lagarangian Treatment – Vent Clearing Transient

0-7160 Manual of Safe Practices & Information

0-7161 A Facsimile Report AEC

0-7162 Environmental Guidebook for Construction

0-7163 Power Program Hearings 1973

0-7164 Water Resources Activities in U.S

0-7165 Criteria – Use of Ripple Tanks

0-7166 Unsteady Flow Computations on Ohio-Cumberland River System

0-7167 TVA  Booklet  1951 – 1969  With Gaps   

0-7168 Research Department   Aug 23, 1974 – Oct 10, 1974

0-7169 Analysis of Liner Anchorages for Nuclear Containment

0-7171 Total Integrated Project Control

 

Box 237

0-7173 Practical Guidance for Design of Lined Channel Expansions

0-7174 Development of Helium Cooled Reactor System

0-7175 Hydroelectric Generating Facilities Report

0-7176 Ohio River Valley Soils Seminar 1974

0-7177 Training of Quality Achieving Personnel – Nuclear Plant Construction 

0-7177A Nuclear Science & Related Fields  Announcement

0-7178 Training Of  Nuclear Plant Personnel  outline

0-7181 Crack-Arrest Techniques – in Concrete

0-7183 Aliceville Lock & dam – Al

0-7184 Columbus Lock & Dam, Al

0-7185 TVA Design Practices & Experiences in Dam Foundation Drainage

0-7186 Rock Bolt Reinforcement

0-7187 Linear Anchorage Test

0-7188 Operator Interface for Nuclear Power Plants

0-7190 Richard Be Russell Lake Water, GA

0-7191 Kaneohe Bay, Oahu Hawaii

0-7194 Pumped Storage for Peaking Power

0-7198 Numerical Model – Landslide-Generated Water Waves

0-7200 Rend Lake Dam, IL

0-7203 Nuclear Safety Clearance of Articles

0-7205 Establishment of Engineering Drawings Restoration Program

0-7206 Mechanical Engineering Education Product

0-7207 Tornado Wind Forces on Structures 

0-7207A Tornado Wind Forces on Structures

0-7208 Generation of Missiles by Tornadoes

0-7208A Generation of Missiles by Tornadoes- Abstract

0-7209 Impactive Loads on Structures

0-7210 Justification for Determining Floor Response Spectra

0-7211 Seismic Analysis of Post-Tensioned Concrete

0-7211A Seismic Analysis of Post-Tensioned Concrete  Abstract

 

 

Box 238

0-7212 Natural Frequencies of Turbine Foundation

0-7213 Observation on Cable Tray Seismic S

0-7214 Pressure Suppression Containment System

0-7215 Energy- Engineering Challenge For The Future

0-7216 Training – Personnel  for Nuclear Plant Construction

0-7217-1 Design of AC Auxiliary Power  Discussion

0-7217-2 Design of AC Auxiliary Power   Closure

0-7218 Use of Belt Conveyors  for Mass Concrete

0-7220 Cannelton Locks & Dam, Ohio

0-7222 Seismic Field Methods – Situ Moduli 

0-7223 Burnsville Dam, Little Kanawha River, West Virginia

0-7224 Uniontown Locks 7 Dam, Ohio River

0-7225 Nuclear Plant Licensing Status Report    March 1975- Oct 1975    part

 

Box 239

0-7225 Nuclear Plant Licensing Status Report   April – Sept. 1975

0-7226 Regulated-Set Cement I Cold Weather Environments

0-7227 Moisture Migration in Concrete

0-7228 Beltzville Dam, PA

0-7229 Rubble-Mound Breakwater Stability Models

0-7230 Microscope Evaluation of Fabric in Impact-Compacted Kaolinite

0-7231 List of Publications – Experiment Stations 

0-7234 Use of Fiber-Reinforced Concrete –Hydraulic Structures

0-7235 High-Strength Frost Resistant Concrete

0-7236 Investigation of Nonmetalic Waterstops

0-7237 Rubble-Mound Breakwater Stability Models

0-7238 Control Room Design-  Applying Computers & Technology

 

Box 240

0-7239 Flood Plain Information, Hartsville, TN

0-7240 Horizontal Construction Joints in Concrete

0-7241 Structuring Communications Programs for Public Participation

0-7242 Graphic Method For Determing Stresses in Circular Arches

0-7243 Stresses in Thick Arches of Dams

0-7244 Actual Deflection & Temperatures – Trial Load Arch Dam

0-7245 Lock Design Sidewall Port Filling & Emptying System

0-7246 Numerical Analysis of Projectile Impact 

0-7248 Barkley Lock, Kentucky

0-7250 Heat Dispersion in Physical Estuarine Models

0-7253 Analytical Study of Projectile Penetration Into Rock

0-7255 Relationship of Safety to Production & Planning

0-7256 Rehabilitation of Ocoee No.1

0-7257 Backup Scram or Fast Secondary Shutdown Systems

0-7258 Occupational Radiation – Nuclear Power Plants

0-7259 History & Philosophy of Supervisory Control of TVA Hydro Plants

0-7260 Fund- Free Form Input Subroutine

Box 241

0-7261 Preliminary Report on Proposed Reconstruction of Waterway for Ocoee #2

0-7262 Ocoee No 2 Project

0-7263 Project XA – Preliminary General Process

0-7264 Project XR – Preliminary General Process

0-7265 Extraction of Alumina From Clay

0-7266 Preliminary Analysis of Influence of Location

0-7267 Utilization of Low Grade Aluminum Ore

0-7268 Walthall Process for Extraction of Alumina From Clay

0-7269 Westinghouse Turbogenerator Deficiencies & Equipment Failures 

0-7270 Ballon – Program to Evaluate Safety Hazards

0-7271 Anchorage to Concrete

0-7272 Failure Analysis of Redundant Reeving Hoist

0-7273 On Missile Penetration

0-7275 Resin-Based Membrane Curing

0-7276 Earthquake Hazards in U.S 1975

0-7277 Design & Potentials of Californium-252 Radiation Facility at WES

0-7278 Taylorsville Lake, Salt River, KY

0-7279 Empirical & Analytical Procedures – Rigid Body Motion

0-7281 Kewalo Basin, Hawaii

 

Box 242

0-7282 Supercritical Flow at Open Channel Junctions

0-7283 Lab. Study of Expansive-Compensating & Nonshrink Grouts

0-7284 Analysis of Projectile Penetration

0-7285 Control of Reactive Carbonate Rocks in Concrete

0-7286 Digital Filters for Earthquake Site Studies

0-7287 Draft  Environmental Statement Poor Valley Creek State Park

0-7288 Devils Jumps Steam &Hydro Plant

0-7289 Reconnaissance Report – Steam Plant Site Investigations Green River, KY

0-7290 X-4 Generating Unit

0-7291 The Nemo   Project in Emory River Basin

0-7292 Blue Ridge Project  1970 

0-7293 Great Falls Project  1970

0-7294 Nolichucky Project  1970

0-7295 Ocoee #1 Project

0-7297 Sulfur Oxide Removal from Power Plant Stack Gas

 

Box 243

0-7298 Surface Water Quality in Chestuee Creek

0-7303 Piping in Earth Dams Constructed of Dispersive Clay

0-7304-1 Draft Environmental Statement – Morton Ranch uranium Mining

0-7305 Draft Environmental Statement Volunteer, TN  500-KV Substation

0-7306 Mechanics of Pile-Soil Interaction

0-7307 Direct Solution of Continuous Beams

0-7308 Construction Methods & Report  Book 1 & 2   Bulletin 1 – 48  

 

Box 244

0-7308 Construction Methods & Report  Book 1 & 2   Bulletin 49 - 98

0-7310 Mechanical System Experiences in Commercial Nuclear Power Plants

0-7311 Experimental Methods & Instrumentation for Power Generations

0-7312 Thermal Considerations for Outdoor Bus Conductor Design

0-7313 Shielding of High Voltage & Extra High Voltage Substations

0-7314 Advanced Development in Boiling Water Reactors

0-7315 Dams of The Tennessee River System      Great Photos

0-7317 Industry Needs in the Engineering Curriculum

0-7318 National Board – Advanced Training Course

0-7319 Progress Photographs C & M Branch   Wilson Office

 

Box 245

0-7320 Photographs Dredging Shawnee Steam Plant & Johnsonville  

0-7321 River Channel Improvement  Photographs

0-7322 Boone & Fort Patrick Henry Reservoirs – C & M Branch Photographs

0-7323 Photographs – Centerville Maintenance Crew Headquarters C & M Branch 1962

0-7324 Photographs, West Point Mississippi Power service Center C & M Branch  1962

0-7429 QA-QC ?  By Tolson

0-7430 Effective QA-QC Procedures

0-7431 TVA Position Related To Quality Assurance for Protective Coatings –Nuclear

0-7432 Benefits by Standardization  - Gartman & Weaver

0-7433 Large Scale Computerization & Project Control Systems – Nuclear Power

0-7434 Theoretical Tornado Vortex Model- Nuclear Plant

0-7435 Power Station Noise Sources & Spectra

0-7437 Welding Course

0-7438 Quality Assurance – Procurement of Safety Related Materials

 

Box 246

0-7439 Abrasion Resistance

0-7440 Introduction to Code Requirements for Nuclear Valves

0-7441 Final Environmental Statement Policies Relating to Electric Power Rates

0-7442 Economic & Schedule Considerations in Surface Investigations

0-7443 George Kimmons  Construction Weekly Article

0-7445 Divide Cut Drainage Structures – TN Tombigbee Waterway

0-7446 Grout Curtain Failure – Teton Dam Collapse

0-7449 Procedures – Planning Design, Construction, Testing - Dams

 

Box 247

0-7450 Application of Volume Reduction to BWR Radwaste System

0-7451 Effective QA/QC Procedures

0-7452 Empirical Solution of radiation Streaming Problems

0-7453 Building Code Requirements – reinforced Concrete

0-7454 Project Control System 

0-7455 NMA Conference -  System Analysis  & Design 

0-7456 Management & Engineering Data System

0-7457 Activities Affecting Quality During Engineering 

0-7458 Role of Scope of Integrated System Analysis  

0-7459 Abstract – Planning Design & Construction for Spherical Containment Vessels

0-7460 Response of Feedwater Heater Drain Pumping System - Summary

0-7461 Power Plant Design for Waste Heat management & Utilization

0-7462 Criteria for Monitoring Radioactivity Levels in Reactor Power Plants

0-7463 Criteria for Uses of Built in Exposure Rate & Airborne Radioactivity

0-7464 Modifications Necessitated – Reevaluation of ECCS Performance

0-7465 Computer Code to Model Transportation of Radioactive Material

0-7466 US Cold Newsletter March  1977

0-7469 Failure of Teton Dam  1976  Independent Panel

0-7469 Failure of Teton Dam  1977 Report of Findings

0-7470 Consumer Thermal Energy Storage Cost for Residential Hot Water

 

Box 248

0-7471 Assessment of Energy Storage Technologies & Systems

0-7472 Electric Storage Heating

0-7473-1 Electronic Isolation Simulator for Hydraulic Turbine Governor Alinement

0-7473-2 Electronic Isolation Simulator for Hydraulic Turbine Governor Alinement

0-7474 Evaluation of Oxygen Bubble Diffusers

0-7475 Archaeological Investigations – Harrison Branch & Bat Creek

0-7476 Time Related Effects – Shear Strength of Shaly Clay

0-7477-1 Draft Environmental Statement Muray Shelby Transmission Line

0-7477-2 Draft Environmental Statement Muray Shelby Transmission Line

0-7478 Review of management Practices for Dam Safety

0-7479 Underground Pumped Hydro Storage & Compressed Air Energy Storage

0-7480 Manual- ME 104 Metal Testing   second edition

 

Box 249

0-7481 Technical Memo #3 – Input to Water Resources Council

0-7482 Geometric Parameters That Influence Floodplain Flow

0-7483 Lifeline Rate Concept

0-7484 Report of the Comptroller General of the U.S

0-7485 Testing of Protection for Underground Essential Piping & Conduits

0-7486 Third Draft  Design – Nuclear Power Plant

0-7487 Abstract Project Control of Complex Design & Construction Projects

0-7488 Corporate Wisdom & The Records Manager

0-7489 Management Control Systems for Design & Construction of Major Facilities

0-7490 QA – I – T =  ?    by Tolson

0-7491 Nuclear Power Plant Safety

0-7492 Digital Load Control for Hydroelectric Power Plants

0-7493 Space Benefits, The Secondary Application of Aerospace Technology

0-7394-2 Anchorage to Concrete Report CEB 75-32

0-7494-3 Anchorage to Concrete Report CEB 75-32

0-7496 Final Environm. Stmt. Policies Relating to Electric Power Rates Vol. 1 & 2 part

 

 

Box 250

0-7496 Final Environmental Stmt.  Vol.  2. 

0-7497 Environmental Assessment Gas Hills Uranium Mining Project

0-7498 An Atmospheric Spray Cooling Model

0-7499 Analysis of Tests on Fly Ash

0-7502 physical Hydraulic Models Assessment of Predictive Capabilities

0-7503 Laboratory Classification of Soils, Unified Soil Classification System

0-7504 Flexible Pipe Deflection at Santa Ana River,

0-7505 Instruments to Non-Destructively Detect Voids Behind Concrete Linings

0-7506 Assembly Language Mini Computer Software Development System

0-7507 El-Flo Controller Installation & Maintenance Manual

0-7508 Draft Environmental Statement Dalton Pass Uranium Mine

0-7613 National Handbook of Conservation Practices Notices  - 102

0-7618 Technical Report CR-81-1  Properties & Use of Fly Ash in Cement

0-7641 Use of Generator Breakers

0-7728-1 Nuclear Plant Thermal Insulation

0-7765 1918 Reliability Conference for electric Power Industry

0-7766 Comments on NRC’s Regulation on Codes & Standards

0-7767 Roller Compacted Concrete, Lab Investigation & Full Scale Trials

0-7768 Horizontal Traveling Screen, Engineering Feasibility Evaluation

0-7770 Climate & Architecture

0-7772 Biographical Sketch of TVA’S Energy Program

0-7773 Design & R & D Plant for TVA/EPRI Plant

 

 

Box 251

0-7774-1 Southern Appalachian Tectonic Study

0-7775 Civil Engineering Unit Documentation Practices

0-7776 Application of TVA Spray Pond Model

0-7777 Optimum Congeneration Cycles for Base Load Coal Plants

0-7778 AIA Publication for Architectures in Government

0-7779 Review of TVA’S Retrofit Program

0-7780 Engineering Lessons of Northern Kentucky Earthquake 1980

0-7781 Seismic Risk Analysis of TVA Service Region

0-7782 Fly Ash, Admixtures & Water Quality

0-7783 TVA’S Modular Concepts for Detailed Estimating – Draft

0-7784 Guide to Power Station Noise Control – Report & Summary

0-7785 Design of Atmospheric Fluidized Bed Combustion – Plant

0-7786 Heat recovery in FGD Systems Operation Below Dewpoint

0-7787 Evaluation of Test For Volume Change of Shinkage

0-7788 Concept of Design Model

0-7789 Lesson Learned – Revitalizing Nuclear Plant Design

0-7790 Spent Fuel Management

0-7792 Circulating Fluidized Bed for Utility Generation

0-7793 Seismic Design – Open Structures

0-7794 Specs. & Requirements – Electrical Machinery Insulation

0-7795 TVA Coal Handling System

0-7796 Standardized Approach to Unique Identification for Power Plant

0-7797 TVA Dam Safety in Virginia

0-7798 Prediction of Post Accident Radioactivity Releases

0-7799 Measurement & Performance Goals

0-7800 Identification of Systems & Equipment Important to Safety

0-7801 Revitalizing Nuclear Power Plant Design

0-7802 Use of Psychrometric Chart Climatic Building

0-7803 Modeling of Hydrogen Evolution Rates

0-7804 Civil Engineering Unit Documentation Practices

0-7805 Survivability of Concrete Anchorage

0-7806 Anchors Grouted into Hardened Concrete

0-7807 Design Models – Isometric Pipe Drawings

0-7808 Preliminary Assessment of Cogeneration  Potential

 

Box 252

0-7809 Industrial Cogeneration Case Studies

0-7810 BWR/6  General Description – Reactor

0-7811 Load Growth Plant Construction Situation

0-7812 OEDC  June 1981

0-7813 Guide for Geologic Maps & Mineral Resources

0-7814 Feasibility  Study  of  Gas Centrifuge Facilities

0-7815 Pipe Thickness of Residual Stresses

0-7816 Equipment Identification Code

0-7817 Load Relaxation Test

0-7818 Operating Experience – Precipitators

0-7819 Hydrogen Evolution Rates – Zinc Surface

0-7820 Hydrogen Evolution Rates – Aluminum

0-7821 Art in Architecture Committee Meeting 1982

0-7822 Synopsis – Pipe Cost Estimating

0-7823 Light Water Reactor Plant Design & Construction Experience

0-7824 “So You Want to Start a Model Program”

0-7825 Passive Solar High Rise Housing for the Elderly

0-7826 Breaking Out of the Steel Box Energy Design

0-7827 TVA Solar Technical & Design Assistance Program

0-7828 Sunspace Design Guidelines

0-7829 Graphis Tool for Optimizing Solar & Energy Conservation Investments

0-7831 Spillway at TVA Blue Ridge Dam & Spillway US Cold News

0-7832 Onsite Storage Facilities – Low Level Radioactive Waste

0-7833 Spent Resins Incineration – Nuclear Plant

0-7834 Design for Energy Optimization

0-7835 NRC Actions   & Draft Paper   PWR in UK

0-7837 Hydrogen Research & Nuclear Safety

0-7838 NDE Training Program

0-7839 Hydrogen Ignition Devices

0-7840 Fluidized Bed Combustion Demo Plant

0-7841 Data Base Application in Nuclear Power Plants

 

Box 253

0-7842 Testing of Anchorage to Hardened Concrete

0-7843 Experience with an Equipment Identification Code

0-7844 Equipment Backfits – Coal Fired Power Plants

0-7845 Essential Equipment – Sequoyah  for Hydrogen Burn Temperatures

0-7846 Expansion Anchors Installed in Concrete

0-7847 Plate Flexibility on Anchor Loads

0-7848 Protective Lining Materials for Chimneys & Ductwork

0-7849 Conceptual Schedule – Fluidized bed Combustion Plant

0-7850 Spent Fuel Management

0-7851 Model  Prototype Comparison Study of Dike System

0-7852 Pointe Coupee Pumping Station Siphon

0-7853 Dynamic Earth Pressures on retaining Walls

0-7854 Jet Impingement Screening Document

0-7855 Small Hydro Program Feasibility Reports

0-7856 The Energy Industry Identification System

0-7857 TVA Solar Technical & Design Assistance

0-7859 Rational for Choice of Radwaste Volume Reduction

0-7860 Development of TVA Energy Design Guidelines (2 reports)

0-7861 Economical Light Shelf Design for Schools

0-7862 Gas Hammer Buckling in Steel Chimney Liners

0-7864 Article for Solar Valley Newspaper

0-7865 Feasibility of Spent resins Incineration at Nuclear Power Plants

0-7866 Abstract, Profit Markup on an Estimate

0-7868 Evaluation of Test Methods for Volume Change of Shrinkage - Grout

0-7869 Final Environmental Impact Stmt. – Coal Gasification Project   part

 

Box 254

0-7869 Final Environmental Impact Stmt. – Coal Gasification  Project Cont.

0-7870 Small Hydro Program Feasibility Reports

0-7871 System Feasibility Analysis – Halon

0-7872 Technical Manual – Soil Exploration

0-7873 Great Falls Reservoir Bridge Adjustment

0-7874 Energy Industry Identification System

 

Box 255

0-7875 Analysis Flue Gas Dynamics

0-7876 Regulations & Standards Applicable to Nuclear Coating Work & Final Rpt.

0-7877 Nonlinear Dynamic Analysis of High Energy Line Pipe Whip

0-7878 Communication Networks Within TVA

0-7879

 

WILSON  (1)

1-1 Weekly Progress Reports   1962-1968

1-1 Weekly Progress Report Fleet Harbor Daily1945

1-1 Weekly Progress Report  1945

 

Box 256

1-1 Weekly Progress Report   1944

1-1 Weekly Progress Report   1940

1-1 Daily Progress Reports  1946 –1942

Box 257

1-1 Daily Progress Reports  1941 - 1940 

1-4 Plant Elimination & Plant for conversion of U. S. Nitrate #2

1-5 High Dam Development at Wilson as Compared with Present 2 Stew Development

1-6 New Houses Available at Muscle Shoals City

1-7 Report on Wave Wash – Lake Wilson  ( with Photos ***)

1-8 Memorandum Inspection of Quarry Site – No2 Nitrate Plant

1-9 Coal for Steam Plant at Muscle Shoals

1-10 Report on Cement Raw Materials – Muscle Shoals Project

1-11 Report of Cement Plant Project – Muscle Shoals

1-12 Preliminary Report of Investigations on the Health of Workers at Wilson Fertilizer Plant

1-13 Spillway Discharge Capacity  - by  L G Puls  1927

1-14 War Department Corps of Engineers – Efficiency Test of Unit #8  -  1926

1-15 War Department Corps of Engineers – Efficiency Test of Unit #1     1925-1926

1-16 War Department Corps of Engineers – Efficiency Test of Unit # 4    1925-1926

1-17 Wilson Dam Construction Photographs   ******1920 – 1927

1-18 Coating For Wilson Dam Spillway Gate

1-19 Summary of Principal Features

1-20 General Information

1-22 Third World Power Conference  Second Congress on Large Dams

1-23 Raising of Wilson Dam & Reconstruction of Lock #1 in Florence Canal

1-24 Progress Report on Alterations At Lock & Dam #1

 

Box 258

1-25 Notes on Electrical Load at Wilson  1933

1-26 Report on Wilson Dam-Pickwick Dam Lines

1-27 Picture – Wilson Dam   from “Delta Star”  2 pgs

1-28 Effect of Base Load on Operation & Revenue at Wilson Dam 1933

1-29 Annual Report for year ending 1936

1-60 Water Control Projects  Reprint of Magazine Articles   1925-1927

1-73 Wilson Dam Valuation   1937

1-74 Wilson Dam Valuation Appendices  G & M  1937

 

Box  224

1-75 Wilson Dam Valuation

1-76 Valuation of Wilson Dam & Other Federal Properties at Muscle Shoals -1935

1-77 Determination of Present Value of Wilson Dam  1934

1-78 Basic Studies for Allocation of Values – Muscle Shoals Properties

1-79 Wilson Dam-Valuation

1-80 Conference Relative to Wilson Dam Valuation

1-81 Sheffield Steam Plant

1-82 War Department Activity Muscle Shoals District

1-83 Hazards of Drift Wood

1-84 Allotment Release 61201 & 61205 – Dam Barge Terminal & Construction

1-85 Reservoir Operations

1-86 Wells at Waterloo, Al

1-87 Wilson Dam Valuation Summary

 No number  Progress Report #1  Spillway Model Tests  1938   ****  Photos

1-91 1938 Apron Repairs      - *** with  photos

 

Box 259

1-99 Report on the Value of the Sheffield Steam Station

1-100-1 Final Planning Report  -Navigation Facilities at Wilson

1-100-2 Wilson Navigation Improvements – Investigations on Patton Island

1-100-3 A Plan for Rehabilitation and Modernization  Units 1-8

1-102 Springs Below South Abutment of Wilson Dam

1-106 Estimate on Survey and Maps of Muscle Shoals Reservation

1-107 Fluctuation of Pool Level in Navigation Canal – Below Wilson

1-108 Wilson Dam on Valuation Report on Substitute Design  1936

1-109 Progress Report Wilson Dam Valuation

1-110 Wilson Reservoir Status of Government Flowage Rights

1-111 Highway Reconnaissance Report  1940

1-111R Revised  Highway Reconnaissance Report  

1-114 A Visit to Muscle Shoals  Bulletin 310  National Lime Association

1-115 Additional Units at Wilson Dam

1-118 Expansion Joints in Wilson Dam sealed by Asphalt Grouting 

1-119 Report on Studies for Intake Gates and Hoisting  Equipment units 9-12  

1-122 Legislative History of Muscle Shoals  , vol. 1, 2,  4, 5,

1-122-3 Legislative History of Muscle Shoals  Vol. 3 

1-123 Renovation of Water Works Plant at Sheffield

 

 

Box 260

1-123 Renovation of Water Works Plant at Sheffield          

1-124 Information on Wilson Dam Bridge

1-148 A Measurement of the Spillway Discharge Capacity of Wilson Dam

1-149 War Department-Corps of Engineers Efficiency Test Unit 1  July 1926

1-149-1a War Department-Corps of Engineers Efficiency Test Unit 1  March

1-149-4 War Department-Corps of Engineers Efficiency Test Unit 4  July 1926

1-149-8 War Department-Corps of Engineers Efficiency Test Unit 8  Jan 1926

1-149-  8a War Department-Corps of Engineers Efficiency Test Unit 8  July 1926

1-154 Allocation of Wilson Dam Valuation

1-155 Memorandum on Unit Price for Wilson Dam Valuation

1-156 Index Tests conducted on Wilson Turbines & Generators stalls 9 & 10

1-156-1 Index Tests conducted on Wilson Turbines & Generators stalls 16

1-156-2 Index Tests conducted on Wilson Turbines & Generators stalls 15

1-156-3 Index test Conducted on Wilson Turbine & Generator Installed in Stall 15

1-157 Operating Instructions for Powerhouse Units 9-18  Draft tube

1-158 Operating Instructions for Powerhouse Units 9-18  Lubricating Oil System

1-159 Operating Instructions for Wilson Switch House Heating, Ventilating System

1-160 Advance Report #2  Spillway Model Studies

1-161 Operating Instruction for Wilson Dam Switchyard – Transformer-Fire Protection

1-162 Preliminary Report on Reservation #2

1-164 Additional Boiler For Process Steam Nitrate Plant #2

1-165 Design Data & Operating Manual for Boiler & Accessories

1-166 Additional Boilers for Process Steam – Nitrate Plant #2

1-168 Efficiency Tests Wilson Dam Hydro 1925, 1926, 1927

1-169 Geological Reconnaissance of Wilson 

1-170 Geological Conditions at Muscle Shoals

 

Box  261

1-171 Report on Cracks in River Wall Lower Lock- ****Photos

1-171 S Supplementary Report on Cracks in River Wall Lower Lock, Wilson Dam

1-171-2S Second Supplementary Report on Cracks in River Wall, lower Lock

1-172 Cost Estimate For Providing Two Additional General Units

1-173 Relation of the Work of the Hydraulic Date Division –to Construction & Operation

1-174 Final Project Reports units 9-16 and Betterments

1-175 Inspection of Wilson Dam on March 14, 1944

1-176 Revised Highway Reconnaissance Report

1-177 Construction of Offshore Launch Ways – Ingalls Shipbuilding Corp.

1-178 Power Service Building

1-180 Initial Operation of Unit #13

1-181 Initial Operation of Unit #14

1-182 Initial Operation of Unit #17

1-183 Initial Operation of Unit #18

1-184 Chemical Engineering & Gatehouse Buildings

1-185 Index Tests Conducted on Wilson Turbines & Generators in Stalls 13, 14, 17, & 18

1-186 Spillway Discharge Tables

1-187 Proposed Improvements- Navigation Facilities at Wilson

1-189 Core Drilling Progress

1-190 Geology of the Proposed New Wilson Lock & Canal Relocation

1-191 Design Consideration for the New Lock At Wilson

1-192 Wilson Lock:  Models Lock Site & 100-Ft Lift

1-194 Leakage Around Left Abutment of Wilson

 

Box 262

1-195 TVA Builds Highest Single Lift Navigation Lock 

1-196 TVA Builds 100-Ft Single – Lift Navigation Lock  ****** photos

1-197 Main Lock-Field Erection of Lock Gates

1-198 Use  ITE Air Circuit Breakers- Hoist in Relocation of Wilson Hydro- Plant                 Station Control Battery

1-199 Jig & Revolving Welding Stand For Fabrication of Cable Tray Supports

1-200 Wilson Units 9-18 and Station Betterments – Final Design Report   **photos

1-200-1 Wilson Project Units 13-14, 17-18 Final Design Report

1-200-2 Wilson Project Main & Auxiliary Locks, Final Design Report  ****some photos

1-210 Deepening of Wilson Lock Eliminates Third Lockage

1-211 High Level Bridge Across Wilson Dam Locks with Continuous Curved Plate Girder

1-213 Addition to Generating Capacity at Wilson Dam

 

Box  263

1-214 New Lock Over Half Done

1-215 “Tidal” Navigational Problems below Wilson Dam

1-216 TVA  Builds a Floating Lock Guard Wall 

1-217 Pushing Electrical Conduit under Railroad Fill

1-218 The Wilson Lock Project  1959  ****photos

1-221 Bridge over Wilson Lock

1-223 Outline for ASCE New Orleans

1-224 Information on Wilson Dam Bridge

1-227 Wilson Dam Units 19-21

1-228 Phototype Inspection of 110’ X 600’ Wilson Lock

1-229 “The Auburn Engineer”  Problem Solving At Wilson Dam  1961

1-230 Recent Developments at Wilson Lock & Dam

1-231 Wilson Hydro Project Operating Units 19, 20 & 21

1-232 Wilson Hydro Project  Powerhouse Units 19-21 & Transformer Bank 19-21

1-233 Steam Power Plant Foundations

1-234 Continuous Superphosphate Mixer

1-235 Index Tests Conducted on Wilson Generating Units 19-21

1-236 Turbine Operating Sequence Tests

1-237 Mechanical Data & Dry Out Data Wilson 20  in oversize box 690

1-238 Mechanical Data & Dry Out Data Wilson 21  in oversize box 690

1-239 Mechanical Data & Dry Out Data Wilson 19  in oversize box 691

1-240 Mechanical Data & Dry Out Data Wilson 20  in oversize box 691

1-241 Turbine Discharge Measurements & Units Efficiencies Units 1-18

1-242 Operating Instructions For Pumping Stations

1-243 Index Test Conducted on Units 5-8 at Wilson Dam

1-244   Journal of the Power Division  1969

1-244   Rehabilitation of Generating Units 1-8

1-245   Index Tests Conducted on Units 1-4

1-246   Flood At Wilson Lick Project – Jan-Feb 1957  Special Report #1  with photos

1-247   River wall Main Emptying Valve Pit  April 25, 1962

1-248 Replacement of upper Land Approach Wall

1-249 Florence Canal Entrance Studies

1-250 “The Construction of the Wilson Dam “  by M. C. Tyler           

1-253 Repair on Lower Gate Blocks 

1-300-V-1 Wilson Units 19-21-  Construction Plant, Preliminary Work, Cofferdam ***photos

 

Box  264

1-300-VII-1 Final Construction Report

1-300-VII-1 Final Construction Report  Part 2  Appendixes A-N  part

 

Box  265

1-300-VII-1 Final Construction Report  Part 2  Appendixes A-N  cont.

1-300-VII-2 Additional Boiler For Process Steam & Final Construction Report

1-300-VII-3 Wilson Powerhouse Additions  Units 13, 14, 17, & 18

1-300-VII-3c Wilson Powerhouse Additions  Units 13, 14, 17, & 18  PHOTOGRAPHS

 

Box  266

1-300-VII-3H Wilson Powerhouse Additions Units 13, 14, 17, & 18  Shift Concrete Reports

1-300-VII-3-J Wilson Powerhouse Additions  Turbine Erection Report unit 13

1-300-VII-3-J Wilson Powerhouse Additions  Turbine Erection Report unit 14

1-300-VII-3-J Wilson Powerhouse Additions  Turbine Erection Report unit 17

1-300-VII-3-J Wilson Powerhouse Additions  Turbine Erection Report unit 18

1-300-VII-4 Wilson Lock Project – Canal Excavation by Contract  with photographs

1-300-VII-5 Wilson Lock Quarry Concrete Aggregate Production

1-300-VII-6 Wilson Lock Project – Highway Bridges  ****with photographs

 

Box 267

1-300-VII- 7 Wilson Lock Project  Concrete

1-300-VII-8 Equipment Installation  ***some Photographs

1-300-VII-9 Floating Guard Boom  *** some Photographs

1-300-VII-10 Foundations

1-300-VII-11 Arch & Pier Removal ***some photographs

1-300-VII-12 Control Building   ****some photographs

1-300-VII-13 Filling Culverts Though Dam -  ***some photographs

1-300-VII-14 Excavation  ***some photographs

1-300-VII-15 Cofferdam  ***photos

1-300-VII-16 Canal Excavation  ***some photos

1-300-VII-17 Electrical Installation

1-300-VII-18 Construction Plant   ***some photos

1-300-VII-19 Wilson Auxiliary Lock  - ****with photographs

 

Box  268

1-300-VII-20 Wilson Units 19-21  Intake Equipment   - **a few photography

1-300-VII-21 Alterations to Lock & Dam #1  ** few photographs

1-300-VII-22 Southern Railway Bridge   ***Some Photographs

1-300-VII-23 Wilson Units 19-21   Transmission Plants   **Some Photographs

1-300-VII-24 Wilson Lock  Service Organizations

1-300-VII-25 Organization Schedule & Chronology Engineering Control

1-300-VII-26 Wilson Units 19-21 Turbine Erection –***** with photographs

1-300-VII-26 Turbine Erection Daily Log  Unit 21

1-300-VII-26-A Wilson Unit 19  -  Turbine Erection Daily Log-  Appendix A  part

 

Box 269

1-300-VII-26-A Wilson Unit 19  -  Turbine Erection Daily Log-  Appendix A cont.

1-300-VII-27 Mechanical & Electrical Accessories, Architectural  Treatment  Units  19-21

1-300-VII-28 Wilson Units 19-21  Excavation ***some photographs

1-300-VII-29 Powerhouse Equipment  Units 19-21  ***some photographs

1-300-VII-30  Organization Service Organizations – Schedule & Chronology

1-300-VII-31 Concrete  Units 19-21  some photographs

1-300-VII-32 Generator Erection  Units 19-21

1-300-VII-33 Initial Operation Report- Wilson Units 19-21  Appendix A & B

1-300-VII-34 Power Service Building 

1-300-VIII-1 MAPS & SURVEYS DIVISION ACTIVIES   ** SOME LAND INFO

1-300-VIII-2 Wilson Dam Pool Raising Reservoir Final Report

1-300-VIII-3 Final Report Highway Construction

1-300-VIII-4 Final Highway Construction Report

1-300-IX-1 Final Cost Railroad Extension – Muscle Shoals

1-300-IX-2 Construction of War Housing Projects in Muscle Shoals Area  ***Photographs  part

 

Box  270

1-300-IX-2 Construction of War Housing Projects in Muscle Shoals Area  - cont.

1-300-IX-3 Final Cost of Wilson Hydro Plant Additions, etc

1-300-IX-4 Wilson Reservoir – Upstream Approach Lock #2

1-300-IX-5 Final Cost Report – Wilson Hydro Plant   Additions

1-300-IX-6 Summary of Construction Cost – Chemical Engineering & Gatehouse Building

1-300-VIII-6 Wilson Lock Backfill & Related Items

1-300-VIII-7 Utility Relocation Completion Report –Wilson Access Rd- Pond Creek

1-300-IX-7 Wilson Reservoir Final Cost

1-300-IX-8 Final Cost of Power Service Building and Related Facilities  part

Box 271

1-300-IX-8 Final Cost of Power Service Building and Related Facilities  cont.

1-300-IX-9 Final Cost of Power Service Building - Extension Blocks 6 & 7 and Related

1-300-IX-10 Final Cost Of Wilson Hydro Units 19-21

1-300 IX-11 Final Cost of Wilson Lock Project  1963

1-300-IX-12  #4 Final Cost of Rehabilitation and Modernization  Wilson Hydro Units 1-8  1968

1-400-A-1 Sites For Nitrate Plants  - 1917

 

       NORRIS (2)

2-2 Norris Dam Weekly & Bi-Monthly Progress Reports  Nov 1933 – Dec 1934

2-2 Norris Dam Construction Progress Reports Jan 1935

 

 

Box 272

2-2 Norris Progress Reports  Jan 1936

2-3 Norris Dam Construction Fiscal Year June 30, 1934, & June 30 1935

2-3 Norris Dam Construction Fiscal Year June 30, 1936

2-5 Protection of Caryville Against Backwater From Norris Reservoir

2-6 Norris Dam River Diversion Scheme # 1

2-7 Norris Dam River Diversion Scheme # 2

2-8 Annealing Steel Penstocks At Norris Dam

2-9 Vibration Study

2-10 Cost Analysis of Construction Plant as of Feb 1, 1935

2-13 Construction Plant Records Quarry Study

2-14 Panel Forms Data Final Report

2-15 Cave-In Under Tower Cableway Track

2-16 Index of Reliability of Construction Plant

2-17 Report on Head Tower Runway Cave-in and Repairs

2-18 Form Work Data and Costs, March 1935, & July 1935

2-19 Transmittal of Special Report on Field Trip - 1935       

2-23 Report on Cement Dust Collector

2-37 Welding Pressure Piper              

2-38 Sealing Dam Foundations - Methods

2-40 Aggregate Plant Report  1936

2-42 Appraisal of Cableways - Norris

2-43 Sand Plant Performance Data

2-45 Cost Report of Construction Plant

2-46 Batching & Mixing Time At Mixer Plant

2-49 Proposed Cableway Layout 1933

 

Box 273

2-50 Sand Plant Report 1935 & 1936

2-51 Crushing & Screening Plant Dec 1935, & 1936

2-52 Report on Hammermill Operations          1935     

2-54 Report Field Study on Panel Forms for Mass Concrete 1935

2-55 Study of Design Costs 1937

2-56 Revised Cost Estimate 1934

2-57 Powerhouse Superstructure – Concrete 1936

2-58 Andersonville Town Site Water Study

2-59 Sewer System At Norris 1935

2-60 Construction & Operating Costs – Norris Camp & Town 1935

2-61 Norris House Plans      

2-62 Group I Houses at Norris 1935

2-64 Cove Creek Project Flood Control

2-65 Memo Adequacy of Flood Protection 1933

2-66 Reservoir Levels 1935

2-67 Concerning An Order For the Operation of Norris Dam 1936

2-68 Value of Norris Water Release at Wilson   

2-69 Float Velocity Observations Norris Dam – Mouth of River  1936

2-70 Flood Control & Power Operations  1934

2-71 Water Release Study  1936

2-72 Operation of Norris Reservoir For Flood Control

2-73 Forestry & Community Development  1934

2-74 Regulations Governing the Use of Lake Norris & Adjoining Lands

2-75 Norris Fish Dams

2-76 Norris Lake Forest Functional Chart  1936

2-77 Big Ridge Dam  - Cost  TVA  Vs  CCC           

 

Box 274         

2-79 Preliminary Studies  - Cove Creek Project

2-80 Study of Loyston Divide

2-81 Cove Creek Project – Economical Height of Dam

2-83 Economic Height of Norris Dam  1933

2-84 Shrinkage, Contraction & Expansion Joints in Norris Dam

2-85 Observation on Leakage in Eastern Test Shaft at Norris

2-86 Grout & Drainage System

2-87 Proposed Cove Creek Reservoir

2-88 Geologic & Mineralogic Investigations of Cove Creek Project  1933

2-89 Geology of Proposed Site for Norris

2-90 Shearing Test on Rock of Foundation 

2-91 Study of Leakage Possibilities  1934

2-93 Cove Creek Project – Foundation of the Main Dam  1934

2-94 Discussion of Hump in Norris Dam Foundation

2-95 Recommendations of Mineral Damage Claims

2-96 Bituminous Coal Resources

2-97 Test Rock Drill Cores & Concrete Drill

2-98 Clay Seam Treatment at East Abutment

2-100 Sweat Dolomite Track - Norris                        

2-102 Drains in Foundation on Norris Dam

2-104 Core Drilling for Visual Examination of Foundation Materials

2-107 Analysis of Sliding Effects Assumptions – Character of Foundation Rock

2-108 Geology of Norris

2-109 Laboratory Procedure for Analysis of Water & Waste Samples

2-110 Studies of Norris Lake   1936

2-111 Development of Freeway in Connection with Norris

2-112 Contract for Relocation – State Highways

2-113 Location of Bridge Across Clinch River – State Highway # 33

2-114 Proposed Relocation of Highway # 33

2-115 Road Relocation

2-116 Road Relocation

 

Box 275

2-117 Relocation of State Highways at Caryville, TN

2-118 Status of Access & State Highway Norris

2-119 County Highways -  1935

2-120 Union County Road Problems

2-121 Study of Approach Road Freeway to West Abutment

2-122 West Approach Road 

2-123 Tertiary & Private Roads  1935

2-124 Terra Cotta Tile Center Makers for Highways 

2-125 Ferry – Norris Lake 

2-127 Design of Cross section, Gravity Analyses & Twist Studies for Norris         

2-128 Summary of Results – Norris Dam – Check of Dam Section

2-129 Suggested Design for Earth Section

2-130 Discussion of Bids for Slide Gates for Norris 

2-131 Test  on Plaster Celite Model of Abutment Section of Norris Dam

2-132 Norris Drum Gates

2-133 Norris Penstock Gates

2-136 Stresses in Norris Dam Penstock

2-137 Discussion of Vibration in Norris Turbines

2-138 Hydraulic Model Experiments – Design of Norris  Tech Memo 406 

2-139 Water Wheel Foundations  1936

2-140 Hydraulic Turbines for Norris

2-141 Tractor Gates for Norris  1936  

2-141A Test on Tractor Gates

2-142 Report on Springs & Run Vicinity of Norris   # 1- 4   July 1934- Nov. 1934 

 

Box 276

2-142 Report on Springs & Run Vicinity of Norris   # 5- 16  Jan. 1935 – June 1936

 

Box 277

2-142 Report on Springs & Run Vicinity of Norris   # 17- 29  July 1936- Dec. 1936

2-143 Dendrochronological Investigations for Norris Basin 

 

Box 278

2-144 Effect of Snowfall on Working Conditions for Land Clearance  1934

2-145 Weekly Reports on Springs & Runs   GE 222 20

2-146 Springs Located Within ½ Mile of Clinch River Clinton- Massengill Bridge

2-147 Underground Flow Investigations At Buffalo Creek Divide

2-148 Map – Vicinity Showing Location of Springs  1934

2-149 Report on Grout Deposit in Spring E  1935

2-150 Report on Exploration of Clinch River Bed Below Norris

2-151 Silt Investigations  1937

2-152 Norris Dam  General Information

2-153 Statistical Summary   - Subject to Revision  1936

2-154 Analysis of General Program  1934

2-155 Outline of Proposed TVA Statement on Norris  1935

2-156 Summary of  Principal Features  1936

2-157 Miscellaneous Information Regarding Norris Dam Project

2-158 Norris Dam  General Information

2-161 Data for Final Report – Norris Dam & Reservoir

2-162 Acquisition of Areas in Norris Reservoir Section – Outside Taking Line

2-163 Central Peninsula Area  Norris  1934

2-164 Report Relative to Acquisition of Areas  in Norris – Outside Taking

2-165 Proposed Plan of Industrial & Commercial Development  1934

2-166 Replanning of Caryville   1934

2-167 Habitability Study of Norris Sub-Region

2-168Report on Replanning – Caryville TN

2-169 Planning the Town of Norris

2-170 Contract with Chicago Bridge & Iron Works – Penstock Tubes

2-171 Penstock – Norris  Steel Plate Fabricating

2-172 Contract for Penstocks, Norris

2-173 Present Legal Status of Norris & Suggested Future Policy

2-174 Liquidated Damages – Closure Gate

2-175 Recreational Parks  - 1935

2-176 Southern Railway Contract  Middlesboro Branch  1935

2-177 Control Survey in Norris Dam Reservoir

2-178 Investigation of Crusher Sands – Cove Creek Project

2-179 Behavior of Limestone Aggregate in Concrete   1934            

2-180 Laboratory Tests on Embankment Material – South End of Norris  1934      

2-181 Final Inspection report  - Illinois Steel Company

2-182 Consultants Report

2-183 Quarry Production at Norris Dam  1935

2-184 Report – Drill Bit Test At Quarry  1936         

2-185 Discussion of Type B Cement

2-186 Percentage of Waste At Norris Aggregate Plant  1935

2-188 Procurement of Materials & Equipment  1937                                    

2-190 Navigation & Flood Control Data For Suits

2-191 Proposed navigation Facilities at Norris 1935

2-192 Boat & Barge Terminal – Longmire Farm, Ranger Post

2-193 Terminations of Labor Personnel  1935

2-194 Cove Creek Project – Power Possibilities

 

Box 279

2-195 Norris Substation

2-196 Roof for Norris Power Plant

2-197 Allocation of Cost  1935

2-198 General Design Specifications  - Power Plant  1935

2-199 Norris Generator Tests

2-200 Norris Dam For Power Alone Independent of Wilson Dam

2-201 Norris Turbine Tests

2-202 Effect of Norris Backwater at Caryville

2-203 Caryville

2-204 Magazine Reprints  Norris   1937

2-205 Railroad Work

2-206 Abandonment Proceedings Vasper to Lafollette 

2-207 Railroad – Lafollette Line  - Proposed Interconnection

2-208 Comparison of Actual Cost & Original Estimate  Middlesboro Line

2-210 Debris Below 1020 Contour – Silt Range Survey Operations

2-211 Policy Regarding Inaccessible Cemeteries

2-213 Relocation of Utilities in Norris    (#6)            

2-214 Final Report Section VII- Family Removal Reservoir Activities

2-216 Fatalities & Total Disabilities - Norris

2-217 Construction Schedules - Condensed

2-218 Norris Dam - General Chronology of Construction

2-219 Problem - Union County’s Indebtedness

2-220 Preliminary Report-Classification of Families of Norris Flowage According

          To Assistance Necessary for Relocation

2-221 Request for Aid-Relocation of Destitute Families Who Must Evacuate Flooded Area

2-222 Relocation of Indigent Families in Area to be Flooded

2-223 Facilities of Norris Reservoir Area - Presentation of Basic Data

2-224 Norris Reservoir Counties – Loss of Tax Base

2-225 Relocation of 1834 Families - Norris Purchase Area

2-226 Effects of Removal of Lindsay Mill Bridge on Pinecrest Area

2-227 Effects Upon Local Finance of Real Property - Survey No 1.

2-228 Ford-Harris Marble Claims

2-229 Conference on High Water Levels - Norris Reservoir

2-230 Budget Review

2-231 Estimate of Operation & Maintenance 1937 Budget

2-233 Dismantling Construction Plant at Norris Dam

2-234 Estimate Comparisons

2-235 Construction Plant Operations - Service Building

2-236 Comparison of Cost with Estimates by Bureau of Reclamation & War Dept.

2-237 Norris Sewage Disposal Plant

2-238 Project Authorization Request

2-239 Flood Control

2-240 Effect of Sudden Full Turbine Discharge from Norris

2-241 Effect of High Water of Jan - Feb 1937

 

Box 280

2-244 Water Supply - Norris Fish Hatchery

2-245 Caryville Dam Fish Trap

2-246 Proposed Dam Across Culvert in Corbin Hollow, Henry’s Store Road

2-247 Forester - Looks at Work Camp   (article)

2-248 Program for Examination of Reservoir Rim

2-249 Conditions of Norris Dam

2-250 Future Conditions at Norris Dam

2-251 Removal of Deposits in Drain Holes Under Norris Dam

2-252 Straight Creek Zinc Mine

2-253 Sanitation Studies of Norris Reservoir

2-254-2 Investigation of Norris Sewage Treatment Plant    Report No. 2

2-254-3 Investigation of Norris Sewage Treatment Plant    Report No 3

2-256 Conference - State Highway & Bureau of Public Roads Officials

2-257 Slide  - Indian Creek Road

2-258 Preliminary Designs & Estimates - Dam & Power Plant

2-259 Needle Valve Outlet Conduits

 2-260 Contract for Drum Gates For Norris Dam

2-261 Hydraulic Turbines - Norris Power Plant

2-262 Shrinkage, Contractions & Expansion Joint in Norris Dam

2-264 Location of Structural Model Shop – Hydraulic Laboratory

2-265 Norris Governors, Contract TV 1417

2-267 Recording Gage On Clinch River – Gallagher’s Ferry    

2-268 Temperature & Specific Gravity     

2-269 Ground Water Conditions Near Vasper

2-270 January Rainfall, Clinch Basin

2-271Norris Dam Lower Tennessee Flood Crest  1936

2-272 Hancock-Clairborne County Sub-Marginal Area- Big Sycamore Creek

2-273 Norris Reservoir – Road Study # 36

2-274New Community for Re-Settlement of Tenant & Part Time Farmers

2-275 Witnesses in Norris Iron Ore Suits

2-276 Monument R

2-278 Feasibility of Barge Lift At Norris Dam                     

2-279 Navigation Markings on Norris Reservoir

 

Box 281

2-280 Ferry – Norris Lake  1936

2-281 Navigation Map For Norris Lake

2-282 Abandoned Railroad Bridge In Norris Reservoir

2-283 Power House Superstructure Concrete

2-286 Main Switchboard    Norris

2-287 Office Space – Norris Powerhouse

2-288 East Side Line Locations  - Norris

2-289 Transformers  - Norris

2-290 Generating Unit  # 1  Norris Power House

2-291 Switchyard Steel Cost

2-292 Procedure in Adjusting Utilities – Norris

2-293 Removal of Graves in Union County

2-294 Estimates of Costs – Additional Clearing

2-295 Tenant Farmers in Norris

2-296 Wells Springs Cemetery

2-297 Effects Upon Local Finance of Real Property – Survey #1

2-298 Schedule for Filling Norris

2-300 Study of Tobacco Production Adjustment Contracts on Land Acquired

2-301 Concreting Norris   1937          

2-302 Norris Reservoir Clearance Project  Final Report

2-303 Final Cost Report  Clearance Division

2-304 Accounting Report

2-306 Employee Training in Connection with Construction

2-307 Road Approach to West End of Norris Dam

2-308 Final Report - Materials Testing & Inspection-

2-326 Tentative Specifications  & Drawings - Clinch River Project

2-339 Selected Norris Dam Drawings

2-341 Final Report - Highway Construction - Norris Project  part 

 

Box 282

2-341 Final Report – Highway Construction  Norris Cont.

2-342 Norris Dam Development - Efficiency Test by Gibson Methods -

2-343 Miscellaneous Finishing Up Work at Norris Dam

2-344 Effect of High Water - Jan & Feb 1937 ( Good Map of Properties -no index

2-344A Effects of High Water  Appendix   ( Tract Maps )  oversize box 691

2-345 Final Report- Section IV- a  Construction Plant Personnel

2-346 Final Report- Section IV-d-1  Major Construction Plant Installation & Operation

2-347 Final Report Section IV-c   Construction Plant River Diversion, Cofferdams & Closure

2-348 Final Report - Section IV-d-2 Major Construction Plant -Installation & Operation                                 Quarry

2-349 Work of Affiliated Divisions - Personnel Divisions

2-350 Norris Dam (printed TVA Booklet)

 

Box 283

2-351 List of Permanent Drawings

2-375 Foundation Treatment at Norris Dam

2-376 Health & Safety Activities - Norris Project

2-377 Construction - Final Report

 

Box 284

2-378 Final Report - Draft of Mixing Plant

2-379 Final Report - Draft of General Plant Facilities

2-380 Preliminary Draft of Final Report

2-385 Tentative Construction Program For Concreting

2-386 Construction Schedules-Norris & Wheeler Projects

2-387 Final Report - Draft of Cement Handling

2-388 Final Report - Draft of Cableway

2-389 Norris Dam Report

2-391 Norris Project Final Report - Adjustments at Caryville - Norris Backwater

2-392 Norris Project Final Report - Adjustments at Caryville - Norris Backwater

2-393 No. 6 Slide Gate Outlet Inspection - Norris Dam

 

Box 285

2-394 Operation of Norris-Wheeler-Wilson System

2-395 Report on Planning & Housing Division Participation - Norris

2-396 TVA- Technical Review

2-397 Slide Gate Outlet Inspection

 

Box 286

2-399 Construction Snapshots   Vol. 1    ( *** Good )

2-399 Construction snapshots    Vol. 11 (*** Good)

2-400 Relocation of Cemeteries in Norris 

2-400 Relocation of Cemeteries in Norris Appendix   ( Index & Map ***** )

2-400-A Norris Project   Book  - Technical Report printed 1940

 

Box 287

2-402 Magazine Reprints

2-403 Index to Construction Photographs ( topic )     

2-404 Activities of the Reservoir Family Removal Section Coordination Division

2-405 Index To Field Notes  Norris Dam

2-406 Concrete Sands  made from Crushed Dolomite - 

2-407 Crusher & Screening Plant – Field Time Studies    Sept – Oct 1934

2-408 Norris Reservoir Survey – Completion Report

2-411 Heating at Norris, Tennessee

2-411 S Studies in the Heating of Small Houses

 

Box 288

2-416 Final Estimate of Construction Quantities

2-448 Report on the Norris Project  prepared by A. M. Komora

2-449 Fatal Accidents

2-450 Technical Memo No 368.  Mass Concrete Mixes for Norris

2-251 Preliminary Report - Geophysical Investigations at Norris Dam

2-452 Generator Erection Report

2-453 Construction & Operation Work of Hydraulic Data Division

2-456 Proposed River Diversion

2-457 Big Ridge Park Dam

2-459 Floodlighting of Norris Dam & Powerhouse

2-461 Metal Consumption in Hammer Mills at Norris

2-462 Field Tests - Memo

2-464 Geophysical Investigations

2-465 Information of Norris Construction Costs

2-466 Silting of Caryville Lake 

2-467 Field Test Report - Generators

2-468 Grave Removal - World Power Conference Sept 4, 1936

2-469 Norris Stilling Basin 1937 Flood

 

Box 289

2-470 Completion   Report - LAND PURCHASE CONTROL SECTION ****(tract no)

2-472 Comparison of Norris Project with Preliminary Estimates - Bureau of Reclamation

          And by War Department

2-473 Plans and Specifications for Norris Dam   (all drawings with index )

2-477 Houses at Norris A  Review of  Costs

2-478 Forestry and Land Planning & Housing Activities

2-480 Indian Creek

2-481 Loyston Divide Dike

2-486 Final Report on Railroad Relocation in Norris Reservoir  part

 

Box 290  

2-486 Final Report on Railroad Relocation in Norris Reservoir           cont.

2-488 Operation of Norris Reservoir For Flood Control

2-489 Final Cost of Norris Project

2-490 Norris Dam Hydro Plant – Initial Power Operations – Rough Draft

2-494 Norris Efficiency Tests  

2-496 A New Method of Seepage Reduction in  Fish Ponds

2-496-1 New & Successful Method of Sealing A Fish Pond

2-497 Foundation Treatment & Reservoir Rim Tightening at Norris

2-498 Final Report on Norris Dam Construction – Section VI

2-499 Procedure  Used in Lowering Thrust Bearing Part

2-501 Miscellaneous Construction Equipment

2-502 Salvage from Transfer and Sale of Construction Plant

2-503 Preliminary Draft of Final Report  Aggregate  Plant  

2-505 Preliminary  Notes For Norris Dam Final Report

2-506 Norris Dam Construction Cableways

 

Box 291

2-507 Progress Report  Vaper  Ground Water

2-508 Norris Water  Release

2-509 Caryville  Dam

2-510 Auxiliary Dams of Norris Project

2-511 Water Table in Observation Holes At Norris Dam

2-512 First  Steps Necessary to Develop Norris Town Forest To Full Productive Capacity

2-513 Cavern in Norris Dam Foundation

2-514 Norris House – Four Rooms  Type  41-B

2-515 Norris Four Room House    Type 41-c

2-516 Norris House – Five Rooms  Type 54

2-517 Town of Norris General Plan

2-518 Administration of Dam Constructed in Caryville Area

2-519 Drill Bit Test At Norris Quarry

2-520 Passenger Carrying Boat Service – Norris Lake Forest

2-521 Natural Study Areas – Big Ridge & Norris

2-526 Proposed Method of Operating Norris Reservoir

2-532 Report on Slag Cement Construction

2-534 Benefits to Navigation Attributable To Norris Project

2-541 Area Between Cove and Bruce Creeks

2-549 Norris Dam Not Just Pile of Masonry To Men Who Build Mighty Structure

2-550 Norris Lake Forest

2-551 Electric Houses at Norris

2-553 High Potential Tests on Generators

2-555 Inspection of Sluice Tubes

2-556 Norris Conduits

2-557 Slide Gate Outlet Inspection –   Norris Dam

2-558 Repairs to Norris Sluiceways

2-560 Archaeological Survey of the Norris Basin in Eastern TN

2-561 Geology of the Norris Dam Site

2-562 Additional Power Obtainable From 1941 TVA system by modification of Norris

2-563 Report on Flood Forecasting for Norris Dam

2-564 Rainfall- Runoff at Norris Dam Site

2-565 Gate Operating Mechanism for Norris Spillway Gates

 

Box 292

2-567 Review of Social & Economic Conditions in the Five County Norris Area

2-568 Norris Reservoir Storage Volumes Computed From Stream Flows

2-569 Foundation Treatment & Reservoir Rim Tightening at Norris Dam

2-571 Inspection of Slide Gate Tubes

2-572 Specification for Cove Creek Railroad

2-573 Computed and Observed Deflection for Norris Dam

2-574 Construction Plant Division Data Section  Cableway Report

2-575 Acceptance Tests Norris Turbines 

2-576 Measurements of the Structural Behavior of Norris Dam

2-576-1 Partial Study of Stresses at the Base of Block 40

2-576-2 Strain Measurements in Norris Dam  - Second Report

2-576-3 Investigation of Temperatures, Strain, etc

2-576-5 Experimental Work at Norris and Hiwassee Dams

2-576-6 Contraction Joint Openings at Norris Dam

2-581 Tentative Specification Paragraphs

2-582 Operation of Norris Reservoir

2-583 Actions on Cemetery Removals

 

Box 293

2-584 Numerical List of Construction Photographs     ( Detailed Description )  N –1   to

          5638 complete then gaps to # 6094

2-585 Laboratory tests on Hydraulic Model of Diversion Tunnel – Cove Creek Dam

2-586 Norris Construction Records and Files Stored at Wilson Dam

2-587 Transportation Service to TVA town

2-588 Moving Heavy Equipment to Norris Dam

2-589 Transportation of Materials & Supplies

2-590 Norris Spillway Coefficients

2-591 Limnological Data  1937

2-593 Norris Dam Construction Cableway  - Discussions

2-595 Norris Test Show High Efficiencies

2-596 Appraisal of Mineral Rights   

 

Box 294

2-597 Mineral Deposits of LaFollette, 1936    

2-598 Iron Ore Deposit in Lone Mountain Area

2-599 The Town of Norris

2-600 Geologic Features of Cove Creek Dam

2-601 Additional exploratory Investigations at Cove Creek

2-602 Possible Quarry Sites in Vicinity of Cove Creek

2-603 Progress Memo # 4 on Cove Creek With Note on  Buffalo Creek Dike

2-604 Cove Creek Memo, Investigations of Crusher Sands

2-606 Caryville Tract – Geological Map

2-607 Igneous Rock Area in Norris Region

2-608 Repair of Outlet Conduits  - Norris Dam Hydro Plant

2-609 Cavitation Experiences of TVA

2-610 Bibliography of Reports used in Writing Norris Final Report

2-611 Norris Sluiceways

2-613 Final Cost – Norris Flooded Area Road Relocation      

2-614 Blended Slag & Portland Cement for Norris

2-615 Division of Cost on the Town of Norris 

2-616 Division of Cost of Reservoir Properties At Norris

2-617 Joint Grouting

2-618 Test of Concrete From Norris Dam

2-619 Inspection of Norris  Dam & Power House  Oct 1943 & Jan 1944

2-620 Report on Operation of Norris Reservoir  Oct 1939

 

Box 295 

2-621 Contraction Joint Grouting        

2-622 Construction of Norris Dam    

2-623 Sluice Discharge Tables

2-624 Gallery Drainage & Ground Water Observations

2-625 Norris Springs & Runs  1954

2-626 Vasper Leakage

2-627-1 Review of Norris Reservoir Properties To Determine Surplus Land

2-627-2 Review of  Norris Reservoir Properties To Determine Surplus Land

2-627S Supplement  To Review Norris Reservoir Properties To Determine Surplus Land

2-629 Preliminary Design & Estimates For Norris Dam & Power Plant

2-633 Discharge Ratings for Assumed Dam Failures During An Earthquake

 

Box 296 WHEELER

 

3-1 Dam Construction Progress Report  Jan. 20 – Dec. 31, 1934

3-1 Ten Day Progress Report  July 20 – Dec. 31  1934

3-1 Ten Day Progress Report  Jan 1 to June 30, 1935

 

Box 297

3-1 Ten Day Progress Report  July 1-Jan 6, 1936

3-1 Weekly  Progress Report

3-1 Wheeler Daily Progress Reports  1941,  1940, part

 

Box 298

3-1 Wheeler Daily Progress Reports    1940, cont.

3-1 Wheeler Daily Progress Reports  1939

3-2 Wheeler Monthly Progress Reports  1934

3-2 Dam Construction Progress Reports  Jan 1. – Dec. 31, 1935

3-2 Dam Construction Progress Reports  Jan 1. – April 30, 1936

3-3 Annual Report 1934

3-3 Second Annual Report  1935

3-3 Third Annual Report   1936

3-3 Fourth Annual Report  1937

3-5 Negotiations Relative to Decatur Alabama

3-6 Review of Plans for Improvement of Sewerage System

3-7 Proposed Cash Settlement  Alabama Water Service Co.

3-8 Discussion of Report  T. M. Francis –  Sewer System

3-9 Permit to AL Water Service Company

3-10 Quantities of Clay Dredge From Alabama Brick & Tile Co.

3-11 Tests Made on Clay Form Alabama  Brick & Tile Company

3-12 Decatur High Water Information

3-13 Results of Tests on Various Clays

3-14 Record & Description of Cofferdam No. 1

3-15 Cofferdam Preliminary Report

 

Box 299

3-16 Study of Types For No. 3 Cofferdam

3-17 To Cofferdam The Wheeler Project Alternative Methods  1933

3-18 River Diversion Plan

3-19 Clyde Revolving Whirler Cranes

3-32 Construction Plant & Equipment

3-33 Form Work Methods

3-34 Shop & Office Buildings

3-35 Report on Excavation

3-36 Final Charts of Structural Feature Costs

3-37 Cost Estimate Summary  Aug 1934

3-38 Accounting Methods At Wheeler

3-39 Camp Operation  - 1936

3-40 Dormitory & Cafeteria Rates

3-41 Adjustments to Industries at Decatur Al

3-42 Daily Water Consumption

3-43 Camp Management Activities

3-44 Determination of Pool Level

3-45 Geographic Reconnaissance of the Site of Dam No. 3

3-46 Clay Lens in the Wheeler Foundations

3-47 Geologic Features of the Foundation

3-48 Shearing & Compressive Strength Tests of Rock Cores

3-49 Foundation Investigation Lock Monoliths 1 –72

3-50 Foundation Report Cut Off Wall & North Abutment Monoliths 81-85

3-51 Possible Leakage Around South Abutment

3-52 Geology of Wheeler Dam & Reservoir

3-55 Tests on 18 Inch Concrete Drill Cores 

3-56 Cost Record & Description of Powerhouse   May 1934

3-57 Geology of Wheeler

3-58 Foundation Investigation & Treatment

 

Box 300

3-58A Addendum to Report on Foundation Investigation & Treatment

3-60 Proposed Design of Draft Tube & Spiral Casing

3-61 Rating Curves For Flow Through Cofferdam

3-62 Proposed Hydraulic & Hydroelectric Studies

3-63 Hydraulic Model Studies For The Design of Draft Tubes

3-64 Hydraulic Model Studies for Design of Draft Tubes

3-65 Possible Wheeler Operation  To Determine Type of Turbine Desired Units 3 & 4

3-66 Proposed Turbines  -   Our T-33-187

3-67 Wheeler Power Plant  1934

3-68 Starting of the First Turbine At Wheeler  1936

3-69 Radial Spillway Gates & Trashway Gates

3-71 Inspection 7 Tests of Wheeler Turbines

3-74 Test of 16 Inch Model Report of TVA Observers

3-75 Acceptance Test For Capacity  of Turbines 1937 

3-76 Turbine Installation – Unit No. 1

3-77 Turbine Installation  - Unit No. 2

3-78 Erection of Intake & Draft Tube Gates

3-79 Report on Installation of Radial Gates

3-80 Highways in The Wheeler Area

3-81 Roads & Bridges – Wheeler Dam

3-82 County Roads & Bridges

3-83 Report of Access And State Highways   1935

3-85 Water Surface Investigations Along Wheeler Pool

3-86 Report of Investigation of Wheeler Reservoir For Well Sites

3-88 Analysis of General Program

3-90 Design of Progress

3-91 General Information 1936

3-92 Wheeler Dam & Power Plant  1936

3-93 Wheeler Dam & Power Plant

3-94 Description of Wheeler Power Plant

3-95 Summary of Principal Electrical Features Wheeler

3-96 Information Pictures

 

Box 301

3-97 Technical Review of Construction 1937

3-98 Chronology of Principal Features

3-99 General Description of Wheeler Dam Project

3-100 Magazine Reprints, Wheeler Dam

3-101 Index of Photographs

3-102 Index – Field Engineering records, 1937

3-104 Land Acquisition – Outside Established Taking Line

3-105 Purchase of Property for Navigation Terminals

3-106 Decatur Land Acquisition Problem

3-107 A.E. Morgan and Mayor of Decatur AL, Correspondence

3-108 Final Report on Wheeler Taking Line

3-109 Acquisition of Decatur Waterfront

3-111 Site Improvement 1935

3-112 Contract Commission of Bureau of Reclamation & TVA  1933

3-113 Contract for Drilling, Test Holes, Sheffield, Al

3-114 Liability to AL Water Company for Damages

3-115 Instructions for Silt Range Surveys

3-116 Survey for Low Head Dams

3-117 Report of Field Engineering

3-118 Classes of Concrete

3-119 Physical & Chemical Concrete Tests  1934

3-120 Concrete Investigations for Wheeler  1935

3-121 Winter use of Concrete

3-122 Concrete Volume Change and Flexure Test

3-123 Aggregate Supply  1936

3-124 Sand & Gravel for Wheeler Dam

3-125 Concrete Data

3-126 Cement, Aggregate, Steel & Other Materials

3-127 Final Report   Section VI  Procurement of Materials & Equipment

3-128 Wheeler Dam Complete Concrete Compression Test  oversize box 691

 

Box 302

3-129 Concrete Field Testing Laboratory  1934-1936

3-130 Navigation of Elk River For Barging Phosphate

3-131 Minor Terminals in Wheeler Reservoir

3-132 Permit to Ingalls Iron Works – Construct & Maintain Marine Ways

3-133 Feature Costs, Working Funds Rivers, & Harbors

3-135 Possible Terminal Development At Decatur, Al

3-136 Effects of Wheeler Releases on Navigation

3-137 Marine Operations At wheeler

3-138 Wheeler Dam Construction Personnel Activities  1933-1937

3-140 Generating Capacity Required at Wheeler

3-141 Cost of Proposed Drawdown

3    ?   Use of James Building Air Conditioning Equipment

3-142 Air Conditioning System

3-143 Dependable Peak Carrying Capacity of Initial System With Four Units

3-144 Additional Wheeler Units

3-145 Pictures of Wheeler Dam Electrical Equipment  Delta Star  1936

3-146 Discussion of Wheeler Control House

3-147 General Joe Wheeler Power for Different Pool Levels  1933

3-148 Inspection of Mechanical Equipment At Wheeler Dam

3-149 Motoring Wheeler Units

3-150 Final Report – Architectural Installations                                                         

3-151 Installation of Generator & Electrical Appurtenances

3-152 Sewage Disposal Plants in Limits of TVA Reservoir

3-153 Stephenson Brick Company

3-154 Discussion of Decatur Brick Plants

3-155 Railroad Protection Work In Wheeler Reservoir

3-156 Railroad Protection Work, Decatur, Al

3-157 Railroad Trestles at Decatur Al

3-158 Restumping Operations  1936

3-160 Relocation of Utilities

3-161 Relocation of Cemeteries in Wheeler

3-162 Post Impoundage Studies

 

Box 303

3-163 Report of Clearance Activities  1935-1937                 

3-166 Chronology of Principal Events

3-169 Preliminary Report                                                                   

3-170 The Social & Economic Division & Family Removal Section

3-171 Cultivated Land Owned by TVA – Above Pool Level

3-182 Report of Consultants

3-182-1 Report of Consultants

3-200 Final Design Report

3-200-VII-1 Wheeler Project  Units 3 & 4

3-200-VII-2 Unit 5, 6, 7, & 9 Final Design Report

3-210 Clearance Project Final Report

3-211 Reservoir Clearance Project Final Cost report

3-212 Alabama Brick & Tile Company

3-213 Decatur Sewer Plans

3-214 N.C. & St.L. Railway Damages to Facilities At Hobbs Island

3-216 Wheeler Reservoir Transmission Lines

3-217 Harris Station  Fluctuation Experiment  1936

3-218 Flow Meter Calibration

3-219 Turbine & Generator Photographs

3-220 Participation by L.P. & H Division

3-221 Chronology of Principal Events

 

Box 304

3-222 Final Report of Highway Construction  1938

3-225 Concreting At Wheeler

3-226 Construction Organization & Methods

3-227 Statistical Review of Construction Methods & Equipment

3-234 Progress Report No. 1

3-234-3 Progress Report No 3   Reservoir Temperatures

3-234-4 Report # 4  Second Quarter  1938

3-234-6 Report # 6  Temperatures  

3-240 Statistical Summary of Principal Features

3-241 Observations – Loss of head Below Wheeler Power

3-294 Tentative Specifications & Drawings

3-298 NUMERICAL LIST – PHOTOGRAPHS  1 – 13,983

 

Box 305

3-300 Wheeler Project Units 3& 4  Technical Report #2A

3-300-V Appendix Turbine Erection, Units 3 & 4

3-300-V#2 Powerhouse Extension Units 3 & 4 Final Construction

3-300-VII-1 Grout Curtain in Unit 1 Tailrace Foundation Rock

3-300-VII-1a Grout Curtain in Unit 1 Tailrace

3-300-VII-2 River Channel Improvements

3-300-VII-3 Powerhouse Additions Unit 5, 6, 7, 8

Box 306

3-300-VII-3A Unit 5-8  Technical Report 2B

3-300-VII-4 Wheeler Powerhouse Addition  Unit 5, 6, 7, 8

3-300-VII-7 Wilson  Project Branch  Initial Operation Report Wheeler Unit #10

3-300-VII-8 Wheeler Units 9-11  Cofferdams

3-300-VII-10 Wheeler Units 9-11  Concrete

3-300-VII-11 Wilson Project Branch – Wheeler Units 9-11  Excavation

3-300-VII-14 Wheeler Unit 9-11  Principal Equipment Installations

3-300-VII-15 Wheeler Lock Project Dredging for Transshipping

 

Box 307

3-300-VII-16 Wheeler Transshipment Facilities

3-300-VII-17 Units 9-11 Organization Schedule & Chronology

3-300-VII-19 Units 9-11 Mechanical Accessories Architectural Treatment

3-300-VII-E-8a Initial Operation of Unit # 4

3-300-IX-1 Construction & Maintenance Division Decatur Office Final Cost        

3-300-IX-2 Powerhouse Additional Units 3 & 4  Final Cost

3-300-IX-3 Final Field Cost Estimates & Budget Study Unit 3 & 4

3-300-IX-4 Reservoir Below Guntersville Dam Final Cost Navigation Channel H4-530-1

3-300-IX-5 Reservoir Below Guntersville Dam Final Cost Navigation Channel H4-530-2

3-300-IX-6 Public Recreational Facilities Decatur Boat Harbor  580-37-18

3-300-IX-7 Malaria Control Construction Diking & Dewatering 501-37-06

3-300-IX-8 Hydro Plant Additions Generating Units 5,6,7, 8,  July 1951

3-300-IX-9 Final Cost of Wheeler Auxiliary Lock

 

Box 308

3-300-IX-10 Final Cost of Wheeler Main Lock Project

3-300-IX-11 Final Cost of Hydro Units 9-11 

3-301 Inspection on Basin Above Wheeler Dam

3-303 Stress & Stability Studies

3-305 “Rex”  Pumpcrete Machine Operations

3-306 Caterpillar Tractor “70”  & Bulldozer BD 70-3

3-307 Final Report Health Section,

3-308 Statement of Accounts Carrying Charges  June 1937

3-309 Job Report Book – Principal Equipment

3-311 History Prior To TVA

3-313 Leakage Around Wheeler Dam South Abutment

3-315 Supplement to Final Report on Relocation Of Utilities

3-316 Final Report Railroad Protection Work

3-317 Construction & Operations

3-318 Reservoir Items Respecting the Decatur Water Front

3-319 Comparison of Wheeler with Preliminary Estimates by War Department

3-320 Status of Revision of Wheeler Dam Drawings

3-321 Hydraulic Model Studies for Design of Draft Tubes

3-324 Camp Management Activities

3-325 Technical Review of TVA Wheeler

3-326 Factory Inspection & Repair

 

Box 309

3-329-1 Ground Water Investigation

3-332 Contract   TVA & Nashville Decatur RR & Louisville & Nashville RR

3-333 Contract – TVA and Southern Railway Co

3-336 Uncompleted Work as of March 16, 1937

3-337 McKinney Farm on Paint Rock River

3-340 High Water Mark Report Wheeler Reservoir

3-341 Status of Railroad Protection in & Near Decatur Al

3-342 Report on Wheeler Project

3-345 Unusual Operating Conditions Main Generating Unit # 1

3-346 Army Reports on Flint River

3-347 Reclamation of Flooded Land

3-348 Reclamation Works in Wheeler Pool To Reduce Mosquito Control Expense

3-355-1 Reservoir Sinks on Property of H.D. Bynum & R.H. Tweedy Report # 1

3-355-2 Reservoir Sinks on Property of H.D. Bynum & R.H. Tweedy Report # 2

3-362 Nine-Foot Navigation Project Between Lock & Dam & 1

 

Box 310

3-365 Leakage Around Wheeler Dam South Abutment

3-366 Decatur Alabama

3-367 Decatur Alabama

3-371 Cost Engineering & Accounting at Norris

3-372 Completion Report  1938

3-373 Estimated Cost of Construction at Wheeler

3-374 Original Cost Estimate For Wheeler

3-377 Modified Wheeler Draft Tube Inclination Test Curves

3-384 Cement & Concrete Handling Plant

3-388 Hydraulic Model Experiments for Design

 

Box 311

3-389 Notes in Regard To Details of Radial Gates

3-391 Radial Spillway Gates & Trashway Gates

3-392 Unit # 2 Turbine & Generator

3-394 Spring Creek Sink Hole Drainage

3-396 Notes Conference on Paint Rock River

3-400A THE WHEELER PROJECT  (BOOK)

3-400B Drawings for Wheeler Project

3-410 For Wheeler Units Nos. 3. & 4

3-423 Contract & Orders

3-431 Specifications for Construction North Abutment & Cut off Wall      

3-432 Specifications for Constructing Central Control Station

3-433 Constructive Criticism

3-434 Index Field Office Drawings

 

Box 312

3-435 Proposed Additional generating Capacity  July 11, 1939

3-437-1 Wheeler Flowmaster Calibration

3-438 Claim of Annie Augusta Murphy

3-440 Initial Operation of Unit # 3

3-441 Construction Records & Files Stored at Wilson

3-442 Establishment Report Runoff Erosion Investigation in Giles Co. TN

3-443 Index test Conducted on Wheeler Turbines & Generators Unit 3 & 4

3-444 Effects Upon Local Finance of Real Property Purchases by TVA  Survey #2

3-445 Acceptance Tests For Capacity

3-448 Loss of Head below Wheeler Power Plant 

3-449 Wave Heights & Wind Velocities   

3-449B Wave Heights & Wind Velocities   Report No. 2

3-449C Wave Heights & Wind Velocities   Report No. 3

3-450 Powerhouse Additions Units 3 & 4 Final Cost

 

Box 313

3-451 Concrete Placing with Pumpcrete System

3-452 Final report on Swan Lake Model Test

3-453 Army Report on Potential Flowage Damages

3-454 Sequence of Procedure for Initial Operation

3-455 Initial Operation of Unit #2

3-456 Procedure for Initial Operation Unit #5

3-457 Permanent Shoreline Improvement for Malaria Control

3-458 Transfer of Main Transformers From Fort Loudoun To Wheeler

3-459 Index Test Conducted on Units 5 & 6   Oct 11, 1949

3-460 Initial Operation of Unit #7

3-461 Report Work Performed During Outage August 17 – 22, 1949

3-462 Initial Operation of Unit #8

3-463 Index Test Conducted Units 7 & 8   May 12, 1950

3-465 Archaeological Survey of Wheeler Basin

3-466 Spillway Discharge Tables

3-467 Relief For Leakage in Governor Gallery

 

Box 314

3-468 Geology of Wheeler Project

3-471 Leakage Around Wheeler Dam Left Abutment

3-472 Review to Determine Surplus Land

3-472S Supplement to Review Surplus Land

3-473 Foundation Exploration for New Wheeler Lock

3-474 Lock Filling & emptying System Study                                  

3-476 Lock Valve Well Water Surface Study

3-477 Approach & Intake Model Studies

3-478 Vortex Suppressor Studies

3-480 Report on Wheeler Lock Failure Nov 1961 

3-481 Transfer of Saturn Missile Around Wheeler Dam

3-482 Caution!  Advance Release  1961

3-483 Instruction for Field Shear & Friction Tests of Shale Layer

 

Box 315

3-484 Failure of Lock Wall  Vol. 1 & 2

3-486 Wilson Projects Branch  Initial Operation Report  Wheeler Unit 9

3-487 Foundation Difficulties

3-488 Operating Instructions Unwatering, Filling & Drainage System

3-489 Operating Instructions for Oil Systems

3-491 Wheeler Locks Failure

3-492 Wilson Project Branch Mechanical & Dry Out Wheeler Unit 9  oversize 691

3-494 Vibration Studies

3-495 Wilson Project Branch Mechanical & Dry Out Wheeler Unit 10  oversize 691

No #    Transshipment of Tennessee River Traffic 

3-497 Initial Operation Report  Wheeler Unit 11

3-498 Wilson Project Branch Mechanical & Dry Out Wheeler Unit 11 oversize 692

3-499 Wheeler Units 9-11  Generator Erection Daily Log                                        

3-500 Wheeler units 9-11  Turbine Erection Daily Log

3-501 Initial Operation report  Units 9-11

3-502 Mechanical & Dry Out Wheeler Unit 9  oversize 692

3-503 Mechanical & Dry Out Wheeler Unit 10  oversize 692

3-504 Mechanical & Dry Out Wheeler Unit 11  oversize 692

3-505 Spillway Discharge Tables

 

Box 316

3-509 Wheeler Units 9-11- Vibration Studies

3-510 Quality of Water in Wheeler Reservoir

3-512 Lock Discharge System Studies Advance Report #5

3-513 Auxiliary Lock Discharge Study

3-514 Modified Wheeler Draft Tube

3-516 Construction Department- River Channel Improvement Division - Photographs

3-517 Wheeler Reservoir Shoreline Improvements Photographs  *All Photographs

 

PICKWICK PROJECT  (4)

4-1 Engineer’s Daily Report  1937

4-1 Engineer’s Daily Report  1938

4-1 Engineer’s Daily Report  1939

 

Box 317

4-1 Engineer’s Daily Report  1940

4-1 Engineer’s Daily Report  19 42

4-2 Construction Progress Report 1936

4-3 Annual Report  Fiscal year 1935, & 1936

4-7 Model Studied of Cofferdam

4-9 Dredge Specifications

4-10 Notes on Dredging Equipment

4-11 Suggested Specifications – Hydraulic Fill

4-12 Method of Construction

4-13 Aggregate Storage System & Sand Classifiers

 

Box 318

4-14 Report on Pickwick Sand & Gravel Contract

4-16 Aggregate Segregation in Concrete Hopper At Pickwick

4-17 Pickwick Landing Concrete Plant

4-20 Observations Re Method of Constructing South Abutment

4-21 Concrete Plant Layout at Pickwick Dam

4-23 Field Time Study – Panel form Erection Labor Costs

4-26 Inspection of Pickwick Cableway Installations

4-28 Concrete Plant Production Efficiency

4-30 Construction of Pickwick Earth Dams

4-32 Pickwick Landing Dam Final Cost report of Construction Plant

4-33 Land Purchase At Waterloo

4-37 Pickwick Landing Electrical Layout

4-43 Charts of Feature Costs- Plant & Equipment Operation Costs

4-44 Increase in Electric Heating Cost

4-45 Costs of Electric Heating

4-46 Dredging & Hydraulic Fill Costs

4-47 Pickwick Landing Dam-Cost Data

4-48 Cost Engineering Conference  Sept 1937

4-49 Construction Camp  by A.J. Ackerman Oct 1934

4-50 Construction Camp  Oct 1934

4-51 Cost of L.& P. Design for Pickwick Construction Camp & Consultation

4-52 Conferences on Pickwick Dam

4-53 Pickwick Camp Design

4-54 Pickwick Construction Camp

4-55 House Assignment - Pickwick

4-56 Allocation of Houses – Pickwick Colored Camp

4-57 Rental Rates At Pickwick

4-58 Meals at Pickwick Construction Camp

4-59 Outline of Procedure – Planning & Construction

4-60 Pickwick Landing Village Bill of Materials

 

Box 319

4-61 Pickwick Landing Village Construction Cost  Dec 1935

4- ?  Flood Lighting Pickwick Water Tank

4-63 Pickwick Landing Camp

4-64 Pickwick Water Supply

4-65 Final Statement of Costs of Pickwick Camp & Village

4-66 Pickwick Camp & Village Report

4-68 Report on Pickwick Dam Construction Work

4-69 Preliminary Report on Dam Site At Parker Landing

4-70 The Geology of Pickwick Dam Site  ( Photos)

4-71 Pickwick Project- Location of Dam

4-72 Report on Investigation of Proposed Quarry Site

4-74 Possible Settlement of Rock in Pickwick Power House

4-75 Foundation Exploration Suggestions – Pickwick Landing Dam

4-76 Pickwick Landing Project – Geologic Inspection of the Dam sites

4-77 Malaria Control Conditioning Studies Pickwick Reservoir

4-78 Highway Crossing – Proposed Pickwick Landing Dam

4-79 Highway to Pickwick Landing Dam

4-80 Pickwick Approach Road – Width of Right of Way

4-81 Inspection of Highway _ Waterloo & Savannah – Pickwick Reservoir

4-82 Access Road to Construction Plant Site

4-83 Highway Reconnaissance

4-84 Pickwick Landing Reservoir  Road Study #17

4-85 Pickwick Landing Reservoir  Road Study #28

4-86 Index Map Proposed Highway Relocation

4-87 Contract – Alabama State & Protection of State Highways

4-88 Proposed Bridge Across Yellow Creek

4-89 Highway Bridge Across Pickwick Dam

4-90 Limitations on Pickwick Pool Elevation

4-91 Factors Influencing Determination of Headwater Elevation

4-92 Maximum Spillway Capacity

4-93 Pickwick Landing Dam Spillway Gates

4-94 Roller Gates

4-95 Elimination of Dogging on Piers on Spillway Deck

4-96 Stress Analyses – North Dam & Retaining Wall

4-97 Earthquake Design

4-98 Approved Layout of Intake & Powerhouse

 

Box 320

4-99 Turbines For Pickwick

4-100 Report on Proposed Pickwick Project

4-100-1 Pickwick Landing Project Navigation Improvements

4-100-2 Main Lock At Pickwick Landing Dam

4-100-2S Main Lock At Pickwick Landing Dam Supplement

4-101 Gantry Cranes for Spillway & Intake Gates

4-102 Pickwick Project- Hydraulic Model Tests

4-103 Estimate of Swell-Head Produced by Piers

4-104-6 Progress Report # 6 Pickwick Landing Spillway Model Tests

4-104-7 Progress Report # 7 Pickwick Landing Spillway Model Tests

4-104-8 Progress Report # 8 Pickwick Landing Spillway Model Tests

4-104-9 Progress Report # 9 Pickwick Landing Spillway Model Tests

4-104-10 Progress Report #10 Pickwick Landing Spillway Model Tests

4-104-11 Progress Report # 11 Pickwick Landing Spillway Model Tests

4-105 Tailwater Elevation at Pickwick

4-106 Earth Fill

4-107 Alterations- Spillway Design

4-109 Hydraulic Studies of Pickwick Cofferdams

Box 321

4-110 Turbine Efficiency Tests Pickwick Landing  April 1937

4-110-1 Pickwick Turbines- Official Efficiency Acceptance Tests

4-110-2 Pickwick Turbines- Official Efficiency Acceptance Tests

4-112 Area Investigations Month of November 1934

4-113 Present Status of Ground Water Investigation

4-114 Ground Water Investigation – Report 4-114

4-115 Pickwick Project

4-116 Historical Data on Pickwick Landing Project

4-117 Pickwick Landing Dam

4-118 Pickwick Landing Dam

4-119 Pickwick Landing Dam  by A..J. Ackerman

4-120 Outline of General Program

 

Box 322

4-121 Pickwick Landing

4-122 Magazine Reprints Pickwick Landing Dam

4-123 Historical Data on Pickwick Landing Project

4-124 Pickwick Landing Dam – General Information

4-126 Land Acquisition Division Instructions to Appraisers

4-127 Taking-Line Area Around Pickwick Landing

4-128 Taking Line for Pickwick Landing Reservoir

4-129 Taking Line for Pickwick Landing Reservoir- Summary

4-130 Additional Areas Recommended for Purchase

4-131 Supplemental Report on Taking Line

4-132 Commercial & Harbor Addition, Florence Al

4-133 Plan for Acquisition of Land Waterloo, Al

4-134-5 Lock Report #5 – Consultant’s Report

4-134-9 New Lock Information for Consultants Report

4-134-10 New Lock Report #10

4-134-11 New Lock Information for Consultants

4-135 American Aggregate Corp. vs.  TVA

4-136 Aggregates for Pickwick Landing Dam

4-138 Birmingham Slag Company – Protest of Gravel Contract

4-139 Samples of Sand

4-140 Soil Sample Analysis

4-141 Aggregates for Pickwick Landing

4-144 Navigation Credits

4-145 Navigation Benefits & Credits

4-146 Description of Navigation Lock

4-147 Review of Pickwick Landing Project Plans

4-148 Private Landings in the Pickwick Reservoir Area

4-149 Proposed Municipal Terminal At Sheffield, AL Supplemental Report

4-150 Municipal Terminal At Sheffield, Al

 

Box 323

4-151 Dredging Below Pickwick Project

4-152 Minor Landing Sites- Pickwick Reservoir

4-153 Training Program

4-154 Unit Costs for Evaluation of Turbine Bids

4-155 Conference Upon revision in Design

4-156 Report for Air Conditioning The Pickwick Landing Project

4-160 River Diversion

4-161 Cofferdam Design

4-162 Willow Poisoning

4-163 Employee Bulletins- Clearance Divisions

4-164 Cost Studies of Preparation of Pickwick Landing Reservoir

4-165 Pasturing Cattle

4-167 Construction Schedule & Operations

4-168 Pickwick Landing Project- Filling Reservoir

4-169 Government & Finances of Hardin County, TN

4-170 Effects of Pickwick Reservoir on Waterloo & Riverton, AL

4-171 Opportunities for Agricultural Training Among Clearance Workers

4-172 Effects of Reservoir Inundation & Severance on Waterloo, AL

4-173 Farm Families of Pickwick Landing Reservoir

4-175 Contract With City of Sheffield, Al

4-177 Pickwick Dam Increased Allotment for Power Installation

4-178 Budget Review  (1936)

4-179 Budget Fiscal Year 1938

4-182 Consultant’s Report

4-182 – 9 Consultants Report for Pickwick # 9

4-182-11 Pickwick Mail Lock Hydro Consultants Report #11

4-183-1 River Diversion – Pickwick Landing Dam

4-183-2 River Diversion  Pickwick Landing Dam

4-185 Report – Power & Navigation - Divided

4-186 Analysis Design Cost

4-187 Pickwick General Expense

4-188 Pickwick Camp &Village Construction Camp

4-189 Reduction of Heating Load – Pickwick Public Buildings

4-190 Cost of Employee Housing – Pickwick Landing Dam

4-192 Pickwick Landing Project Conferences on Design Problems

4-193 Pickwick Powerhouse Excavation

4-194 Grouting Power House Foundation At Pickwick

4-195 Pickwick Dam – Intake Foundations

4-196 Outline of General Program

4-197 Drainage on Seven – Mile Island – Pickwick Reservoir

4-198 Relocation of State Highway #67

4-199 Contract With Tishomingo County, MS – Additional Road Construction

4-200 Final Report Part IV Design of Permanent Structures  Vol. 1   part

 

Box 324

4-200 Final Report  Part IV Design of Permanent Structures  Vol. 1   cont.

4-200 Final Report  Part IV Design of Permanent Structures  Vol. 2

4-201 Final Report  Part IV Design of Permanent Structures  Vol. 3

 

Box 325

4-200A 1941 Powerhouse Extension – Units 3 & 4 Final Design Report

4-200B Unit 5 & 6 Final Design Report

4-200-III Final Design Report Section 3 North Dam & Retaining Walls

4-200-IV Final Design Report- Section 4 Powerhouse Intake

4-200-X Operating Instructions – Dam & Powerhouse

4-201 Relocation of State Highway – Notice of Action by Board of Directors

4-202 Cofferdam Model Studies

4-203 Design of Spillway Gates & Gantry Cranes

4-204 Spillway Apron Design

4-205 Spillway Gates

4-206 Report on Clarity & Temperature of Pickwick Lake

4-208 Board Action – 1935  Naming of Dam

4-209 Town of Waterloo AL

4-210 Acquisition of Additional Lands- Hardin County

4-211 Flood Protection Works – Florence Al

4-212   Land Purchase – Robinson Creek

4-214   Tests of Concrete Cores – Pickwick Lock

4-215   Sheet Piling – Cape Fear  ( Photos)

4-216   Permeability Tests on Upper Section of Pool #1

4-217   Sand & Gravel

4-218   Navigation Improvement 

4-220   Increased Draft At Pickwick Lock

4-221   Navigation Signals at Pickwick Cofferdam

4-222   Transcript – Appeal of A.E. Dean & C. R Seaton  1937

4-223   Pickwick Switchyard Voltage

4-224   Pickwick Landing Station Design _ General Scheme of Electrical Connections

4-225   Initial Provisions for Future Units to Pickwick Landing Powerhouse

4-226   Pickwick Powerhouse

4-227   Conference on General Layout of Powerhouse

4-228   300-Ton Crane for Pickwick Landing Dam

4-229   Sketch of Pickwick Power House Reception Room

 

Box 326

4-230   Observation Building- Pickwick Landing Dam

4-231   Board Action- Southern Railway Co & North Alabama Railway Co

4-232   Negotiations – Southern Railway Co.

4-233   Marginal Clearing for Summer Time Impoundage

4-234   Safety Measures

4-235   Failure of Low Pressure Piston & Liner

4-236   Filling Pickwick Reservoir

4-237   Switchyard Construction Program

4-238   Specification & Purchases

4-239   Powerhouse Foundation

4-241   General & Power House Equipment Drawings – Pickwick Landing

4-242   Reservoir Clearance Project Final Report

4-243   Historical Data on Pickwick Landing Project  *wonderful for exhibit stuff

4-244   Construction Plant Report

4-245   Handrails for Spillway Deck – Pickwick Landing Dam

4-246   Grass Area – North End Pickwick Dam

4-248   Earth Dam – South End

4-249   Pickwick Landing Dam

4-250   Analyses of Special Water Samples form Pickwick Area –

4-251   Water Supplies in Vicinity of Pickwick

4-252   Organization Chart Pickwick Camp Construction

4-253   Closure of Pickwick Landing Dam

4-255   Navigation Model Experiment Below Pickwick Landing Dam

4-266   The Pickwick Landing Project

4-270   Final Report Laboratory Tests on Hydraulics Model

4-279   Oil, Water and Air System

4-280   History of Pickwick Camp and Village

4-282   Relocation & Protection of Highways & Railroads                                                  

4-283   Groundwater Changes & The Effect upon Wells at Waterloo, Al

 

Box 327

4-284   Paint for Interior Concrete or Plastered Walls

4-288   Pickwick Landing Project Final Report

4-300   Powerhouse Additions  part

 

Box 328

4-300   Powerhouse Additions  cont.

4-300-1 Final Report  General Description  – Part 1  ( Photographs & Drawings)

4-300-V-1 Temporary Facilities Part V Section 1      part

 

Box 329

4-300-V-1 Temporary Facilities Part V  Section 1   cont.

4-300-V-2 Temporary Facilities  Part V  Section 2

 

Box 330

4-300-VII-2 Construction  Section 2  Part VII

4-300-VII-3 Construction Part VII Section  3

4-300-VII-4 Construction Part VII Section  4

4-300-VII-5 Construction Part VII Section  5

4-300-VII-7 Construction Part VII Section  7

 

Box 331

4-300-VII-9 Construction Part VII Section  9

4-300-VII-10 Construction Part VII Section  10

4-300-VII-11 Construction Part VII Section  11

4-300-VII-12 Construction Part VII Section  12

4-300-VII-13 Construction Part VII Section  13

4-300-VII-14 Construction Part VII Section 14

 

Box 332

4-300-VII-15A Powerhouse Additions Units 3 & 4 

4-300-VII-15G Powerhouse Additions Units 3 & 4  Appendix G

 

Box 333

4-300-VII-15H Final Construction Report Units 3 & 4  Additions

4-300-VII-15I Final Construction Report Unit 3 & 4 Additions Appendix 1

4-300-VII-15J Final Construction Report Unit 3 & 4 Appendix J

4-300-VII-K Safety Division Final Report

4-300-VII-16 River Channel Improvements – Pictures

4-300-VII-17 Crack Survey of Concrete Structures

4-300-VIII-B Survey & Mapping – Completion Report

 

Box 334

4-300-VIII-C Land  Purchase Control  ****maps & names and track Nos.

4-300-VIII-D-1,2 Highway & Railroads – Report ( maps)

4-300-VIII-D-3 Utility Relocations (maps )

4-300-VIII-E-1 Clearance Final Report   (photographs & portable Library)

4-300-VIII-E-1A Clearance Project Final Cost

4-300-VIII-E-2 Family Removal Report

4-300-VIII-E-3 Relocation of Cemeteries  **maps & names

4-300-IX-1 Part IX Section I Costs

4-300-IX-2 “D” cost Report

4-300-IX-3 Project H2-530-00  Navigation Channel Improvements

4-300-IX-4 Pickwick Hydro Plant Additions Unit 5 & 6

 

Box 335

4-300-X-D Engineers Final Quantities

4-300-XI Engineering Report Part X Appendices

4-300-XD Engineers Final Quantities           

4-400A “The Pickwick Landing Project”   printed book

4-400A-S1 Addition of Generating Units 3 & 4

4-400B-R1 Drawings for Pickwick Landing Project

40400-E Recreation- Pickwick Reservoir

4-400-F Pickwick Landing Project Report - Personnel

4-400-G Agriculture Project Report

4-400-H Medical Services Activities – Pickwick

4-400-J Navigation Project Report

4-400-K Forestry Report

4-400-L Final Report- Pickwick Landing Project  1939                   

4-400-VIII-E-4 Pickwick Reservoir Archeology

4-400-X Pickwick Landing Dam Hydro Plant Initial Power Operation

 

Box 336

4-400-X-M Hydraulic testing Summery

4-486 Advance report # 1 Lock Wall Extension Studies

4-486-2 Advance report #2 Lock Wall Extension Studies

4-486-3 Advance report #3 Lock Wall Extension Studies

4-486-4 Advance report # 4  Lock Wall Extension Studies

4-486-5 Advance report # 5 Lock Wall Extension Studies

4-486-6 Advance Report #6. Lock Wall Extension Studies

4-486-7 Advance Report # 7 Lock Wall Extension Studies

4-487 Navigation Improvement Below Pickwick Landing Dam

4-488 Relocation & Protection of Highways & Railroads ***photographs-roads*

4-489 Electrical Design of Pickwick Landing Project

4-491-2 Final & Supplementary Drawings- List

4-493 Final Charts of Construction Costs

4-494 Final report Part I  by C. M. Weston

4-495 Inspection of Paint on Spillway Gates

 

Box 337

4-496 TVA Authority

4-497 River Bed Below Pickwick Landing Dam

4-497-2 River Bed Below Pickwick Landing Dam  (ASF-425)

4-501 List of Procurements – Pickwick Project

4-503 High Water mark Report – Pickwick Landing Reservoir

4-504 Numerical List for Pickwick Project Numbered Photographs  ****partial

4-508 Floating Boom for Lock Wall Extension

4-510 Service Building Pickwick Dam, TN

4-511 Yellow Creek Drainage Area, Alcorn & Tishimingo Counties, MS

4-512 Obstructions in Pickwick Reservoir

4-515 Detailed Estimates & Justification – Pickwick Landing

4-516 Summary of Cost & Budget Study

4-517 Access Roads to Navigable Water

4-518 Malaria Control Studies – Pickwick Landing Reservoir

4-521 Proposed Flood Protection – Agricultural Land

4-526 Reduction of Waves in Lower Lock Approach

4-527 Survey of River below Pickwick Landing Dam  (photographs)

4-527S Survey of River below Pickwick Landing Dam  Supplement

4-528 Effect of Reduction In Releases  April 26-27  1938

4-535 River Regulation for Cofferdam Closure at Pickwick

4-536 Laboratory Tests at Pickwick Dam

4-544 Erosion & Navigation Conditions Below Pickwick Landing Dam 1938

4-545 Well Point Observations Pickwick Landing Dam

 

Box 338

4-555 Pickwick Landing Project Final Report

4-556 Field Drawings – Pickwick Landing Dam

4-558 Archaeological findings for Pickwick oversize box 692

4-559 Effect of Pickwick Flow Reduction, Sept 1938

4-560 Hydraulic Data Division Participation in Pickwick Landing Project

4-561 Sanitary Sewage Disposal , Florence, Al

4-562 Lock Wall Extension & Floating Boom

4-564 Highway Engineering & Construction  - (Pictures & Drawings)

4-566 Increase in Estimates – Highway Construction

4-567 Lab. Tests on Hydraulic Model  of Lock & Dam ( pictures)

4-572 Prototype Check – Floating Boom

4-574 Temporary Housing Development - Edge of Pickwick Camp

4-576 General Plans – Hydraulic Structure  1936

4-577 General Drawings & Data  1937

4-586 Cost Data on Equipment & Materials Preliminary 1938

4-587 Claim of Semion Jones

4-593 Specifications for Dredging & Construction of rock Dike – Sweetwater Creek

4-595 Investigation – Effects of Private Wells in Waterloo, Al

4-599 Regulated versus Natural Flows Below Pickwick Landing Dam

4-609 Pickwick Construction Records Stored At Wilson

4-614 Effects Upon Local Finance of Real Property  Survey #3

4-619 Memo: Petrographic Quality of Floor rocks

4-620 Description of Pickwick Landing Dam

 

Box 339

4-621-I            Turbine Erection  Report Part I

4-621-II Turbine Erection Report Part II

4-622 Prototype Check – Performance of Floating Boom – Pickwick Landing Dam

4-623 Pickwick Aggregate- geologic Investigations

4-624 A real Geology of Upper Pickwick Landing Reservoir

4-625 Pumping of Test Well  1935

4-626 Appraisal of Mineral Rights

4-627 Inspection of Pickwick Landing – 1943

4-627-2 Inspection of Pickwick Landing dam  1944

4-628 Index Tests – Units 3 & 4

4-629 Comparison – Sheet Pile, Well Points & Grouted Cutoff Wall

4-630 Index Tests Units 1 & 2

4-631 River Bed Below Pickwick Landing Dam  1944

4-632 Discharge Measurements – Pickwick Landing Turbines

4-633 Design Department  Nov. 1939 – Landing Project

4-634 Spillway Discharge Tables

 

Box 340

4-637 Prototype Observations at Pickwick Landing Dam  1949

4-638 Estimate of Cost – Addition of Generating Unit # 3

4-639 Permanent Shoreline Improvement – Malaria Control

4-642 Index Test Conducted on Units 5 & 6 at Pickwick Dam

4-643 Initial Operation of Unit 6.

4-644 Pickwick Units 5 76 Shift Concrete Reports form TVA 330

4-644 Pickwick Dam Gallery Drainage

4-645 Flow of Drains below Pickwick Landing Dam

4-647 Review – Surplus Land           

4-647-S Supplement Review  _ Surplus Land

4-649 Environmental Statement

4-650 Tests – Photographs of Landing Lock  1938

 

Box 341

4-651 River Channel Improvement - Photographs

4-662 Lock Construction Plant Engineering Report

4-663 Landing Main Lock Final Geological Report

HIWASSEE  (5)

5-1 Daily Progress Report  Oct 1937 – Feb. 27, 1939

 

 

Box 342  

5-1 Daily Progress Report   Feb. 28 1939 -  1940

5-2 Construction  Progress  Feb 1-1936 – 1April 15. 1936   

5-3 Fowler Bend Dam Project

5-5 Cost Estimates of Dams Design Section   Memo 4, 4-A, 4-B

5-6 Cost Estimate For Fowler Bend  & Others  1935

5-7 Memo – Fowlers Bend Spillway Scheme # VII  

5-8 Memo – Fowlers Bend  Spillway  Scheme # VIII

 

Box 343

5-9 Cost Estimate of Rock Fill Dam, Fowler Bend Dam Site  1935

5-10 Cost Estimate – Fowler Bend Dam  Memo. 54

5-11 Reduced Quantities If Fowler Bend is Lowered

5-12 Southern States Power Company Water Rights on Hiwassee River

5-13 Appointment of Members of A Special Consulting Board

5-14 Meeting  DR. A.E. Morgan  & Mr. Theodore Swann  1934

5-15 Cost Estimates – With Provision for Power Plant

5-17 Fowler Bend Camp Water Site

5-18 Probable Construction Program  1936

5-19 Auxiliary Construction Camp

5-20 Hiwassee Housing

5-21 Forestry Aspects of the Proposed Flower Bend Dam Project

5-22 Secondary Dam in Hiwassee Reservoir Area

5-23 Hiwassee Dam Sites

5-25 Memo:  General Feasibility of Flower Bend Dam  1935

5-26 Progress Report  Aug 1935 by Carl A. Bock 

5-27 Supplement Report on Proposed Fowler Bend  1935

5-28 Notes on Various Inspection Trips to Damsite

5-29 Effect of Development in the Appalachia, Coleman & Murphy Dam  1934

5-30 Decisions Needed, Hiwassee Dam Weekly Report #2

5-31 Design Considerations To Board of Consulting Engineers Conference Notes

5-32 Stratigraphy & Structural Geology

5-33 Geology of Hiwassee River Basin – Murphy Dam Site

5-34 Status of Foundation Exploration Work at Fowler Bend Dam Site

5-35 Inspection of Fowler Bend Dam Site  1935

5-36 Geological Conditions at Fowler Bend Dam Site  

5-37 Mineral Damage Claims in Hiwassee Reservoir

5-38 Memo  - Percolation Test Made at Fowler Bend  Damsite

5-39 Percolation Test At Fowler Bend

5-40 Costs & Amount of Foundation Exploration at Coleman & Fowler

5-41 Status of Design & Exploration Work

5-42 Exploration Drilling Report

5-44 Foundation Exploration Report  - Fowler Bend

5-45 Memo:  Logs of Drill Holes at Fowler Bend Dam

5-46 Vehicle Loading Access Road  1935                                                                

5-48 Width of Roadway Across Hiwassee Dam 1936

5-49 Index Map Proposed Highway Relocation  1935

5-50 Inspection of Fowler Vend Dam

5-51 Highway Section Allotment Release 

5-52 Comparative Cost of Part & Full Width Roadways

 

Box 345

5-53 Inspection Trip To Fowler Bend Dam Site

5-54 Reconnaissance Report Highway

5-55 General Notes – Spillway Gates for Coleman Dam

5-56 Spillway requirements – Coleman or Fowler Bend Dam

5-57 Spillway Design  Hiwassee River

5-58 Comparison of Cost of Storage at Fowler Bend & Austral Site

5-59 Operating Reservoir Levels at Fowler Bend Project

5-60 General Design Features for Hiwassee Dam

5-61 Discharge Curves for Outlet & Spillway At Fowler Bend Dam

5-62 Design for Fowler Bend Dam

5-63 Estimate of Cost of Stoney Gates Versus Drum Gates in Scheme #7

5-64 Tygart Dam Type Spillway for Fowler Bend

5-65 Cost Comparison of Drum Gates, Stoney Gates & Taintor Gates

5-66 Comparison Cost of Different Types of Spillway Gates

5-67 Discharge Curves for Outlets & Spillway

5-68 Notes in Regard to Spillway Model

5-69 Tenative Design Specifications

5-70 Capacity for Sluice Gates

5-71 Conference Regarding Design Specifications

5-72 Design Considerations  Memo  # 72

5-73  Memo:  Comparative Cost of Taintor gates

5-74 Capacity of Sluice Gates  1936

5-75 Comparison of Outlet Schemes  Memo #79

5-76 Cost estimates for Round-Heat Buttress Dam

5-77 General Plans  1936

5-78 Random Notes of Field Inspection

5-79 Spillway Model Tests & Status  1937

5-80 General Plans   1937 

5-81 Cross Sections & Cost Effects of Various Uplift Assumption

5-82 Stress Analyses

 

Box 346

5-83 Comparative Cost of Schemes for Operating Emergency Regulations Conduits 

5-84 Comparative Cost of Schemes for Operating  Regulations Conduits

5-85 Preliminary Report – Forecasting Floods at Coleman Dam

5-86 High Water Marks

5-87 Profiles & Photographs of Flood Stated in Hiwassee Valley

5-88 Flow Routing Hydrographs

5-89 Effects of Fowler Bend on Industrial Establishments

5-90A&B Written in Possession by Hiwassee  for Design Section

5-91 Origin of Name Fowler Bend

5-92 Official Name for Dam on Hiwassee River

5-93 Summary of Principal Features  1936

5-94 Determination of a Taking Line At Murphy NC Sept 9, 1936 

5-95 Determination of a Taking Line At Murphy NC Sept 14, 1936 

5-96 Hiwassee Dam  1935

5-97 Agreement   TVA & Southern States Power Company

5-98 Status of Southern States Power Company – Condemnation Case  1936

5-99 Topographic Survey  1935

5-100 Hiwassee Project

5-101 Fowler Bend Dam With Concrete – Chickamauga Limestone Estimate #6

5-102 Required Power House Quantities – If Schemes VII & VIII are Omitted

5-103 Aggregrates for Hiwassee

5-104 Screen Analysis of Graywacke 1935

5-105 Test of Fowler Bend Graywacke 

5-106 Aggregate Cooling 1936

5-107 Aggregate Photographs

5-108 Hiwassee River – Fowler Bend Project

5-109 Concrete Sand Cableway Tower Foundation

5-110 Navigation on the Hiwassee River

5-111 Terminals Serving The Hiwassee Basin

5-112 Navigation on the Hiwassee River  Appendix

5-113 Comparative Cost of Various Schemes

5-114 Employment of Negroes  

5-115 Water Power Development in Hiwassee River Basin

5-116 Upper Hiwassee River Project

5-117 Report on Hiwassee Development

5-118 Water Power Developments Hiwassee River Basin

5-119 Generating Capacity At Fowler Bend

 

Box 347

5-120 Comparison Of Costs Of Indoor Vs Open Deck Type of Power Plant   

5-121 Ayres, Lewis Norris & May

5-122 Funds Available For Use on Hiwassee Dam

5-122 Engineering Daily Report  1937

5-123 Raw Water Supply for Construction Plant  

5-124 Use of Norris Crushing & Screen Plant At Fowler Bend

5-125 Clearing of Hiwassee Reservoir by Contract

5-126 Construction Schedules

5-127 Proposed Construction Program  1936

5-129 Construction Schedules, Excavation & Concrete

5-130 Government & Finances of Cherokee County, NC

5-131 Proposed Fowler Bend Dam & Reservoir  1935

5-132 Report on Inspection  Trip With Dr. Mead  1935

5-133 Control of Silicosis on Hiwassee Project

5-134 Consulting Board  Nov 1939 – Jan 1940

5-136 Detailed Estimates & Justifications

5-137 Summary of Cost Report & Budget Study – Total Hiwassee Project

5-138 Budget Fiscal Year 1938

5-139 Information

5-140 Notes on Trip on Hiwassee Dam

5-141 Power Requirements for Fowlers Bend

5-142 Estimated Concrete Unit Prices for Spillway Over Right Abutment

5-143 Cost of Foundation Exploration of Design Department

5-145 Camp Hiwassee

5-146 Fowler Bend Camp

5-147 Hiwassee Housing

5-148 Protective Coatings for Exposed Metal Seals In 6 Inch Concrete Wells

5-154 Weathered Joint in Excavation of Left Abutment

5-161 Possible Widening of Joe Brown Highway

5-164 Normal Pool Level

5-166 Dam Design

5-167 Runoff At Reliance TN  1936

5-168 Proposed Press Release -  1936

5-169 Condemnation of Hiwassee River Properties

Box 348

5-171 Conference With Mr. W. V. N. Powelson

5-173 Land Required for Camp & Initial Construction

5-175 Classification of Lands in Apalachia Reservoir

5-178 Concrete Aggregate

5-179 Aggregate from Womble Branch

5-180 Aggregates

5-182 Consultant’s Reports

5-184 Hiwassee Program

5-187 Hiwassee Project  1935

5-188 Hiwassee Maps

5-189 Hiwassee Housing Facilities 

5-190 Auxiliary Housing

5-193 Additional Housing Facilities

5-194 Hiwassee Project  May 28, 1937 

5-197  Model Tests

5-197-1 Model Tests Report # 1

5-197-2 Model Tests Report # 2

5-197-3 Model Tests Report # 3

5-197-4 Model Tests Report # 4

5-197-5 Model Tests Report # 5

5-197-6 Model Tests Report # 6

5-197-7 Model Tests Report # 7

5-197-8 Model Tests Report # 8

5-198 Provision for Power Installation

5-199 Constant Pool Level Dam Below Murphy

5-200 Final Design Report

 

Box 349

5-200-1 Results of Stress-Strain Investigations 1946

5-201 Construction Camp

5-202 Low Cost Housing

5-204 Construction Plant Operations

5-205 Preliminary Report  on Proposed Development 

5-206 Preliminary Core Drilling at Dam & Quarry Sites

5-207 Round Head or Diamond-Head Buttress Type Dam part

 

Box 350

5-207 Round Head or Diamond-Head Buttress Type Dam part

5-208 Numerical Index for Photographs  (  # 1 – 172 only)

5-209 Extract of Report of Theodore Hatch

5-210 Memo Showing Proposed Design Assumption for Hiwassee Dam

5-211 Concrete Aggregate Test

5-212-1 Report # 1 Sluice Test Jan 1938 >

5-212-2 Report # 2 Sluice Test  March 1938

5-213 Specification for Cement for Summer Use

5-214 Hiwassee Dam  1938 booklet

5-215 Memo: Auxiliary Camp  1937

5-284 Problems Pertaining to Concrete for Hiwassee

5-287 Concrete For Hiwassee

5-289 Measurements of Strain in Hiwassee Dam

5-290 Review of Highway & Railway Division’s

5-291 Cave-In at Carolina Talc Company Mines, Kinsey NC

5-292 Budget Estimates as Affected by Plans for Hiwassee Project

5-297 Proposed Method of Opening & Operating Hiwassee Quarry

5-300 Outline of Final Reports Prepared by Engineering Section

5-300-V Final Report Chapter V  Vol. 1  Temporary Facilities 

 

Box 351

5-300-V Final Report Chapter V  Vol. 2  Temporary Facilities

5-300-V Final Report Chapter V  Vol. 3  Temporary Facilities

5-300-V Final Report Chapter V  Vol. 4  Temporary Facilities

5-300-V-B North Access Road & Temporary Quarry

 

Box 352

5-300-V-G-1 Cofferdam No. 1 Construction

5-300-V-G-1 Cofferdam No. 2 Construction

5-300-VII Final Report Chapter VII  Vol. 1. 

5-300-VII Final Report Chapter VII  Vol. 2. 

 

Box 353

5-300-VII Final Report Chapter VII  Vol. 3. 

5-300-VII Final Report Chapter VII  Vol. 4. 

5-300-VII Final Report Chapter VII  Vol. 5  part

 

Box 354

5-300-VII Final Report Chapter VII  Vol. 5 cont.

5-300-VII Final Report Chapter VII  Vol. 6

5-300-VII Final Report Chapter VII  Vol. 7. 

5-300-VII-2 Unit 2  Installation & Initial Operations of Pump -Turbine & Governor  

5-300-VII-3 Unit 2  Construction Plant & Concrete  

 

Box 355

5-300-VII-4 Unit 2 Powerhouse & Switchyard  

5-300-VII-5 Lower Hiwassee Dredging Final Report

5-300-VII-C-1 South Abutment Excavation

5-300-VII-C-6a Program For Crack Prevention Hiwassee    

5-300-VII-K-2 Preventative & Therapeutic Medical Services

5-300-VIII-1 Pre-Impoundage Preparation & Post Impoundage Operations

5-300-VIII-B Survey & Mapping

5-300-VIII-C Land Purchase Control   *******  tract # and Owner

5-300-VIII-D-1 Final Report Highway & Railroad Construction    

5-300-VIII-D-3 Utility Relocations       

5-300-VIII-E-1 Clearance Project  Final Report

5-300-VIII-E-3 Cemetery Relocation   *****with maps & names

5-300-VIII-E-3A   Supplemental Report Cemetery Relocations

 

Box 356

5-300-VIII-F Backwater Protection  Murphy NC 

5-300-VIII-IX Final Cost Report

5-300-IX “D” Report  August  1941         

5-300-IX-2 Hydro Plant Additions Generating Unit No. #2 

 

Box 357

5-300-IX-F Cost Analysis , Camp & Village   1938 

5-300-IX-G Construction Plant & Equipment Cost

5-300-X-1 Relation of Work of the Hydraulic Data Division

5-302 Production Methods Aggregate Plant              

5-304 –1 Outline of Procedure  Intake Gate

5-304-2 Penstock Gate Tests  Oct 1938

5-307 Highway Fill Tests – Joe Brown Highway in Murphy

5-308 Possible Private Development of Upper Hiwassee River

5-308-S Addenda Report to Development

5-311 Design of Hiwassee Dam Construction Plant part

 

Box 358

5-311 Design of Hiwassee Dam Construction Plant  cont.

5-312 Panel Forms of Mass Concrete At Hiwassee

5-314 Water Temperatures   Dec 1938

5-315 Studies for Aggregate For Concrete  & Design                                              

5-316 Notes Covering Inspection of Concreting  Feb 1939

5-319 Hiwassee Emergency Sluice Gate Studies

 

Box 359

5-338 Powelson Cases  Vol. 1  - 4  

5-338-S Powelson Case

5-347 TVA Completes New Stone Plant

5-346 Geology of Hiwassee Dam    

5–348-1 Operating Instructions for Hiwassee Dam & Powerhouse  

5-348-2 Operating Instructions for Regulating Conduit Emergency Gate

5-348-3 Operating Instructions for Regulating Dam & Powerhouse Heating

5-348-4 Operating Instructions for Powerhouse Oil Systems

5-348-6R2 Operating Instructions for 102 Inch Ring-Seal Gates

 

Box 360

5-348-7 Electrical Operating Data & Instructions 

5-349 Proposed Program of Experimental Work

5-350 Keyways & Grouting at Contraction Joints

5-351 Service Bridge & elevators

5-355 Power Supply for Hiwassee Construction

5-379 Information on Hiwassee Dam

5-382 Crackless Concrete for Hiwassee Dam

5-382-S Comments for Crackless Concrete for Hiwassee Dam

5-384 General Description Sanitary Sewerage System Adjustments

5-385 General Description  Waterhouse System Adjustments

5-388 Test on Grinding of Aggregate in Mixing Process

5-389 Comparison of Consistency & Plasticity

5-390 Report  Clarity & Temperature

5-391 Soil Tests Thompson Canyon Dam  1937

5-399 Transcript  pgs. 884 – 1042 only  of U.S.A.  vs.  Southern States Power Company

5-400 Preliminary Final Report  1943      

5-400A The Hiwassee Project   (book)   Technical Report  5

 

Box 361

5-400B Drawings for Hiwassee Project      

5-405 Preliminary Cost Estimates  Oct 1937

5-406 Index Map of Topography 1935

5-411S Geology of Thompson Canyon Dam Site

5-413 Geology of Charleston Dam & Reservoir Sites

5-433 Economic Justification of Hiwassee Project

5-438 Outlet Conduits

5-444 Metal Consumption in Hammermills

5-445 Design & Details for Regulating Conduit Emergency Gates

5-446 Comparison of Cost of Indoor Vs Open Deck Type of Power Plant

5-447 Test of Concrete Drill Cores From Hiwassee

5-484 Basic Design Consideration                

5-486 Article on Excavation for Mr. Bargenquest

5-487 Progress Report for Consulting Board

5-490 Comparative Cost of Spillway Aprons

5-491 Excavation at Hiwassee Dam Site

 

Box 362

5-493 Comparison of Cost of Methods Installation of Valve

5-494 Comparative Cost of Slide Gate Regulating Conduits

5-495 Cost Study of Various Proposals for Power House

5-496 Analysis of Twist Effects

5-497 Powerhouse Cost Estimate Initial Installation

5-498 Cost Estimate Installation of Second Unit

5-499 Hiwassee Dam Safety Bulletins

5-500 Notes – Inspection Trip to Hiwassee  Murphy

5-501 Notes – Inspection Trip to Hiwassee  Coleman

5-502 Notes – Inspection Trip to Coleman & Powelson

5-503 Notes – Inspection Trip to Foundation Exploration at Colemen

5-504 Notes – Inspection Trip to Coleman Dam  Dec 3-5, 1934

5-505 Notes – Inspection Trip to Coleman & Apalachia Damsite

5-506 Notes – Inspection Trip to Coleman & Fowlers Bend Damsite

5-507 Notes – Inspection Trip to Coleman & Fowler Bend    

5-508 Inspection Trip to Fowler Bend 

5-509 Inspection Trip to Fowler Bend

5-510 Inspection Trip to Fowler Bend Thompson Canyon & Blair Creek

5-511 Inspection Trip to Coleman, Fowler Bend & Murphy

5-512 Inspection Trip to Fowler Bend

5-513 Inspection Trip to Fowler Bend

5-514 Inspection Trip to Fowler Bend

5-515 Inspection Trip to Fowler Bend

5-516 Reduced Quantities if Fowler Bend Dam is Lowered

5-517 Inspection Trip to Fowler Bend

5-519 Notes – on Trip to Murphy

5-520 Estimate For Sluice Outlets

5-521 Regulating Conduit Studies

5-524 Filling of Hiwassee Reservoir

5-526 Concreting at Hiwassee

5-528 Progress at Hiwassee Dam, North Carolina

5-534 Silica Dust Control in Quarry & Aggregate Plant

5-535 Highway & Railroad Construction

5-536 Construction of The Hiwassee Project

5-537 Salient Design Features

5-538 Flood Forecasting for Construction

5-539 Project Investigations

5-540 Construction Plant & Construction Methods

5-541 Allotment for Surfacing Hiwassee Access Road

 

Box 363

5-542 Relocation Work 

5-543 Budget Review            

5-544 Geologic Sections of Second Stage Cofferdam

5-545 Clearing Downstream Face of Concrete Dam

5-546 Report on Recommendations of Consultants

5-547 Hiwassee Project  1937

5-548-1 Useful Withdrawal from Reservoir Storage

5-549 Storage Determined From Reservoir Filling

5-552 Unique Rock Crushing

5-559 Index Tests 1940

5-560 Technical Review  1940

5-561 Claims  - Damage by Flooding

5-562 Contract TVA & Town of Murphy

5-563 Memo:  Cost of Energy From  Hydro Electric Project

 

Box 364

5-565 Tests on Cavitation Near Entrance To Reservoir Outlet

5-566 Inventory of Records

5-567 Operating Instruction – Generating Unit & Transformers

5-568 Crack Prevention Program

5-569 Field Engineers Final Estimate

5-570 California Tests

5-571 Freezing & Thawing Test on Concrete

5-572 Grinding in Large Mixers

5-574 The Hiwassee Region

5-576 Stream Flow

5-577 Thermal Stress Tests

5-578 Final Geologic Drawings  

5-579 Proposed Experimental Program

5-580 Measurements of Structural Behavior  1942 

5-581 Thermal Stress Test

5-581S Discussion on Stress Test

5-584 Physical Test & Petrographic Study of Rock Cores

5-585 Appendix C  Special Studies

5-587 Employee Housing – Final Report

5-590 Allocation of Storage Volume To Various Users

5-591 Constant Level Dam at Murphy NC

5-592 Hiwassee River Development  1931

5-593 Hiwassee Dam Gallery Drainage

 

Box 365

5-595 Appraisal of Mineral Rights    ****Lists each track, owner & mineral

5-596 Existing Hydroelectric Plants, etc  1944

5-597 Supreme Court Decision on Powelson Case

5-598 Commissioners Report  on Powelson Case

5-599 Experimental Investigation of Behavior of Hiwassee Dam

 No # Hiwassee Project, Vol.1 Final Report Illustrations

5-600 Hiwassee Dam, Design Features

5-601 Southern States Power Co. Condemnation Case

5-602 Geology of Hiwassee Dam Site

5-603 Proposed Installation of Pump-Turbine Unit

5-604 Pump-Turbine Unit

 

Box 366

5-605 Record-Size Pump-Turbine To Be Installed

5-606 Model Tests  - Hiwassee Pump Turbine

5-608 Proposed Installation of Additional Generating Unit       

5-609 Pump-Turbine Installation at Hiwassee

5-613 Planned Report Permanent Potable Water Supply

5-614 Operating Instructions  - Unwatering, Filling & Drainage

5-615 Operating Instructions - Unit 2 Pump-Turbine Wicket Gate

5-616 Operating Instructions – Evacuation Air System

5-617 Operating Instructions – Oil Systems 

5-618 Pump/Turbine Unit 2 Addition

5-619 Hiwassee Pumps-Turbine Unit

5-620 Combination Pump-Turbine Stores Energy

5-621 World’s Largest Pump Turbine …at work

5-622 Pump-Turbine  Article

5-623 Test – Cavitation Near Entrance To Reservoir Outlets

5-624 North Abutment Percolation Studies

5-625 Diary Note – Pump Turbine Unit #2

5-626 Discharge Measurements – Pump Turbine Unit

5-627 Efficiency Test Conducted – Pump Turbine

5-628 Pump-Turbines  Allis Chalmers

5-629 Report on Model Test of Pump Turbine 

5-629S Report on Model Test of Pump-Turbine Supplement

5-630 Dam Unit # 2 Reversible Pump-Turbine Under Hiwassee   Apalachia & Ocoee , Nottely & Chatuge 

5P-1 Inspectors Concrete Aggregates for Apalchia & Ocoee # 3

5P-2 Spillway Contraction Joints Nottely & Chatuge

5P-3 Employee Housing Apalachia, Ocoee #3, Nottely & Chatuge

5P-4 Purchase Boundary Suggestion Chatuge & Nottely Reservoir

5P-6 Chatuge & Nottely Projects Proposed Spillway Improvements

5P-7 Nottely & chatuge  Repairs to Spillway Contraction Joints

5P-8 Relation of Work of Hydraulic Data – Construction & Operation of Hiwassee          

5P-100-1 Hiwassee River Projects Planning Report Condensed Draft

 

Box 367

5P-200-2-3 Chatuge & Nottely Final Design Report   

5P-300-VII-1 Hiwassee Area Projects  1956                 

5P-300-VIII-2 Hiwassee Clearance - Final Report  Nottely, Chatuge, Apalachia & Ocoee#3

5P-300-VIII-3 Mapping & Surveys  Nottely, Chatuage, Apalachia, Ocoee #3

5P-300-VIII-4 Cemetery Relocations  Apalachia, Chatuge Nottely Ocoee #3  

5P-300-IX-1 Cost & Burden Distribution July 1942

5P-300-IX-2 Final Cost Report 

 

Box 368  

5P-400A The Apalachia, Ocoee #3, Nottely & Chatuge Projects  Book

5P-400B Drawings For Chatuge & Nottely Projects 

 

GUNTERSVILLE RESERVOIR (6)

6-1 Daily Report   1936  

6-1 Daily Report   1937  

 

Box 369

6-1 Daily Report   1938  

6-1 Daily Report   1939  

6-1 Daily Report   1940  

 

Box 370     

6-1 Daily Report   1963-65   

6-3 Annual Report  1936

6-4 Guntersville, Al  Backwater Protection 

6-5 Property Damage  1935

6-6 Intangible Damages at Guntersville

6-7 Recommendations for Shoreline Adjustment  1936

6-8 Notes on Steel Sheet Piling Cut-Off  1936

6-9 Rolled Fill, Steel Sheet Piling Cut-Off

6-10 Navigation Lock Report Cofferdam Construction

6-11 Report on Navigation Lock  1937

6-12 Aggregate, Concrete Mixing & Concrete Placing

6-13 Preliminary Investigations for Construction Plant  1936

6-15 Navigation Lock Report on Earth Excavation

6-16 Navigation Lock Report on Rock Excavation

6-19 Report on Form Work for Navigation Lock

6-21 Housing Facilities

6-23 Reconnaissance Report on Proposed Guntersville Lake Area

6-24 Conference at Chattanooga – Captain Riley

6-25 Report on Proposed Guntersville Project         

6-27 Conference At Guntersville

 

Box 371

6-28 Possibility of Under Flow & Treatment of Bottom of Sheet Pile Cut Off

6-29 Study of Cave – Right Abutment At Coles Bend Site

6-30 Sink Holes & Inlets to Cave

6-32 Report on Construction Work  1936                                         

6-33 Navigation Lock Grouting 

6-34 Geology of Guntersville Dam       

6-34-S1 Geology  of Guntersville Dam

6-34-S2 Geology of Guntersville Dam Powerhouse Section

6-35 Investigation of Springs & Runs – Below Guntersville

6-37 Specifications for Marginal Clearing & Drainage For Malaria Control

6-38 Preliminary Estimates of Highway Cost

6-39 Highway Reconnaissance  June 1936

6-40 Highway Reconnaissance  Sept 1936

6-41 Comment on Reports of Other Divisions on Guntersville Highway

6-42 Highway in The Guntersville Area

6-43 Reconstruction of  Alabama State Highway #1 & Highway 32

6-44 Highway Bridge Across Coles Bend Bar

6-45 Turbines for Guntersville

6-48 Hydraulic Turbines

6-49 Description & Justification of Guntersville

6-50 Participation in Regional Survey

6-51 Land Classification section

6-52 Recommendations for Design- Powerhouse                 

6-52S Borrow Pit Exploration & Tests

6-53 Permeability Test of Overburden Under South Embankment

6-54 Soil Bearing Test Made on Mixing Plant Foundations

6-55 Gravel Exploration Survey

6-56-1  Progress Report # 1 Highway Fill Tests Guntersville

6-56-2  Progress Report # 2– Highway Fill Tests Honeycomb Creek Fill

6-56-3  Progress Report # 3 - Highway Fill Test  Guntersville

6-56-5  Progress Report # 5   Highway Fill Test 

6-56-7  Progress Report # 7 – Highway Fill Tests Guntersville Project

6-56-9  Progress Report # 9  Highway Fill Test

6-56-10 Progress Report #10  Highway Fill Test

6-56-11 Progress Report # 11  Highway Fill Test

6-56-12 Progress Report # 12  Highway Fill Test

6-56-13 Progress Report # 13  Highway Fill Test

6-56-14 Progress Report # 14 Highway Fill Materials

6-57 Reinforcing Steel For Navigation Lock

 

Box 372

6-58 Guntersville Bridge As An Obstruction To Navigation

6-59 Navigation Operations At Coles Bend Bar

6-60 Charges in N.C. & St. l Railway Ferry Point

6-61 Estimated Operating & Maintenance Costs – Guntersville Power Station 4, 6, & 8

6-63 Transmission Line Crossing Span

6-64 Fall Preparation in Farm Program

6-65 Guntersville Adjustments

6-66 Cost Estimates For Alternative Plans – Shoreline Readjustments

6-67 Proposed Specifications – Guntersville Basin Clearance Survey

6-68 Preliminary Studies Guntersville Basin

6-69 Guntersville Reservoir Clearance Project

6-70 Jump Saw Work

6-71 Weekly Comparative Report

6-72 Reservoir Clearance Division Engineering

6-73 Instructive Memorandum

6-74 Survey of The Guntersville Basin

6-76 Guntersville Al, In Relation To the Coles Bend Bar Dam Site

6-77 Government & Finances of Marshall & Jackson Counties 1935

6-78 Guntersville Area & Proposed Coles Bend Bar Dam

6-79 Estimate in Budgetary Form

6-80 Statement of Budget & Obligations of June 1936

6-81 Budget Review

6-82 Review of 1937 Budget Estimates

6-83 Change Order For Reservoir Clearance

6-84 Budget Fiscal Year 1938

6-85 Summary of Cost Report & Budget Study – Total Project

6-86 Detailed estimates & Justifications

6-87 Cofferdam Flood Gate

6-88 Construction Power

6-89 Guntersville Camp & Buildings  Additional Camp Facilities

6-90 Flood Protection Works

6-91 Protection of Guntersville Camp From Forest Fires

6-92 Information Request – Guntersville Reservoir

6-93 Exploration of Honeycomb Cave

6-94 Shaly Stratum At Guntersville Dam

6-95 Subsurface Drainage Divide Bordering Honeycomb Cave

6-96 Grouting of Rock Below Flood Plains

6-98 Highway Bridge Cole’s Bend Bar Dam   

6-99 Influence of Backwater on Highways

6-100 Report on Guntersvillle Project  1936 

 

Box 373     

6-101 Relocation of Alabama Highway # 31

6-103 Guntersville Project Lock Blue Prints

6-104 Powerhouse Test, Head Increaser

6-106 Underground Water Movements in Left Floodplain  1st Report 

6-107 Underground Water Movements in Left Floodplain 2nd Report

6-108 Outline of Procedure Springs & Runs Below Guntersville

6-108-A1 Report on Springs & Runs Below Guntersville Dam

6-108-A2 Report No #2  Springs & Runs Below Guntersville 

6-108-A3 Report No 3   Springs & Runs Below Guntersville

6-109 Construction of Guntersville Dam – Authorized

6-110 Additional Land Purchases for Recreational Development

6-111 Experimental Blocks For Study of Cracks in Concrete

6-112 Revision of materials & Equipment Estimate

6-113 Aggregate Specifications

6-114 Removal of Stumps in Reservoir

6-115 Operation of Guntersville Lock

6-116 Comparative Value of Power Features Coles Bend Vs. Other Possibilities

6-117 154 KV Power Transformers

6-118 Guntersville Project

6-119 Condensed Schedule of Construction Drawings & Personnel 

6-120 Revised Construction Schedule

6-121 Date of Closing Reservoir

6-122 Reconstruction Work – City of Guntersville

6-123 Second Stage Cofferdam Fill & River Run Gravel

6-124 Cofferdam Maintenance for Navigation Lock

6-125 Reorganization – Labor Personnel

6-126-1 Progress Report # 1 Spillway Model Tests

6-126-2 Progress Report # 2 Spillway Model Tests

6-126-3 Progress Report # 3  Spillway Model Test

6-126-4 Progress Report #4  Spillway Model Test

6-126-5 Report # 5 Spillway Model Tests 

6-126-6 Report # 6 Spillway Model Tests

6-127 Possible Savings By Elimination of 18 Ft Trash Sluiceway

6-129 Organization Chart

6-130 Conference At Guntersville

6-131 Backwater Protection Projects for Guntersville, Al

6-132 Handrails For Spillway Deck

6-133 Procurement & Construction Program

6-134-2 Main Lock Information For Consultants

6-137 Turbines – Report of Official Efficiency Acceptance Test

6-138 Numerical List of Guntersville Project  Photographs  1 – 952

6-139 Applying Cork Insulation to Interior Walls & Ceilings

 

Box 374

6-152 Smith Hydraulic Turbines  Laboratory Test Report

6-153 Guntersville Turbines  - Official Cavitation Acceptance Test  

6-161 Concrete For Navigation Lock  July 1937 

 

Box 375    

6-166 Cost Report Navigation Lock             

6-167 Guntersville Project

6-170 Electrical Installation for Navigation Lock  1938

6-182 Consultants’ Reports

6-200-IV-A Final Report – Design of Permanent Structures  General  Part 4 Section A

6-200-IV-B Final Report  Design of Permanent Structures  Architecture  Part 4  Section B

6-200-IV-C Final Report Design of Permanent Structures  Navigation Part 4 Section C

6-200-IV-D Final Report of Permanent Structures Earth Embankment Part 4 Section D

6-200-IV-E  Final Report of Permanent Structures Forebay & Tailrace Part 4 Section E

6-200-IV-F  Final Report  Design of Permanent Structures  Spillway Part 4  Section F  

6-200-IV-G Final Report Design of Permanent Structures Powerhouse  Part 4 Section G

Box 376

6-200-IV-H Final Report  Design Of Permanent Structures Powerhouse Part 4  Section H

6-200-IV-“I” Final Report Design of Permanent Structures Switchyard Part 4 Section “I”

6-200-IV- J Final Report Design of Permanent Structures  Field Changes Part 4 Section J

6-200-IV-K Final Report Design of Permanent Structures Appendices  Part 4 Section K

6-200-IV-2 Installation of Unit  4   Final Design Report

6-240 Proposed Adjustments – Waterworks System City of Guntersville

6-241 Final Costs – Guntersville Camp & Village

6-245 Guntersville Backwater Protection  Job Diary 1938 – 1939 part

 

Box 377

6-245 Guntersville Backwater Protection Job Diary cont.  

6-246 Reports in Engineering Report Files  June 1938

6-248 Bulkhead in Honeycomb Cave At Guntersville

6-249 Field Engineering Layout & Inspection for First-Stage Construction

6-250 Duties of Engineers on Dam

6-251 Protection of Inaccessible Structural Steel for Powerhouse

6-252 Guntersville Day  by Verne Gongwer

6-267 Second Stage Cofferdam Maintenance & Removal for Spillway Dam

6-269 Guntersville Project Specifications for Lock  1936       

6-279 Guntersville Cofferdam Model Tests  1938

6-287 Design of Guntersville Dam Construction Plant  

6-293 Ground Water Investigation  Dec. 1938

6-294 Raising of Guntersville Bridge

 

Box 378

6-295 Laboratory Tests on Hydraulic Model

6-299 Inspection Trip To Guntersville  Feb 4 – 6  1939

6-300-V-C1 Construction Camp & Village  May 1940        

6-300-V-C2 Final Quantity Report Construction & Maintenance Division  

6-300-V-D4 third Stage Cofferdam Construction, Maintenance & Removal  1939 

6-300-V-D4d Second Stage Cofferdam Construction   1937

6-300-V-E Construction Plant Final Report 

6-300-V-E3 Aggregate Production

6-300-VII-1 The Geology – The earth Embankments, The Abutments

 

Box 379

6-300-VII-2 Final Geology  Report  1940

6-300-VII-3 First Stage Construction

6-300-VII-4 Lock Report  

6-300-VII-5 River Channel Improvement

6-300-VII-6 Addition of Generating Unit 4 Construction

6-300-VII-7 Unit 4 Turbine & Governor Installation & Preliminary Operation

6-300-VII-8 Unit 4 Generator Installation & Initial Operation

6-300-VII-B8 Gates, Valves & Machinery for Navigation Lock 1937

6-300-VII-B8a Upper Miter Sill Closure for Navigation Lock

6-300-VII-B9 Electrical Installation for Navigation Lock

6-300-VII-B10 Miscellaneous Installations – Navigation Lock

6-300-VII-B11 Operation Building for Navigation Lock

6-300-VII-B12 Field Engineering Layout & Inspection – First Stage Construction

 

Box 380

6-300-VII-B13 Lock Wall Extension

6-300-VII-B14 Provision For Future Lock

6-300-VII-C2 Common Excavation For Dam Spillway Section

6-300-VII-C4 Foundation Treatment – Spillway Section

6-300-VII-C5 Form work for Spillway Section 1940

6-300-VII-C6 Concrete for Spillway Section 

6-300-VII-C7 Reinforcing Steel for Spillway & Powerhouse  Oct 1939

6-300-VII-C8 Miscellaneous Metal & Embedded Parts – Spillway Section   1939

6-300-VII-C9 Installation of Spillway, Intake & Draft Tube Gates  1939

6-300-VII-C10 Installation of Permanent Cranes

6-300-VII-C11 Contraction Joint Grouting 

6-300-VII-C12 Field Engineering Layout & Inspection for 2nd & 3rd Stage Construction

6-300-VII-D2 Common Excavation for Dam Powerhouse

6-300-VII-D3 Rock Excavation for Dam Powerhouse 

6-300-VII-D4 Foundation Treatment for Dam Powerhouse   

6-300-VII-D5a Form Work for Dam Powerhouse

6-300-VII-D5c Concrete for Dam Powerhouse & Intake

6-300-VII-D6 Structural Steel for Dam Powerhouse

6-300-VII-D8 Powerhouse Electrical Installation  1940   VERY BRITTLE – Damaged part

 

Box 381

6-300-VII-D8 Powerhouse Electrical Installation  1940   VERY BRITTLE – Damaged part

6-300-VII-D10 Architectural Report of Dam Powerhouse

6-300-VII-D18 Provision For Future Generating Unit At Dam

6-300-VII-E7a Final Report Construction – Initial Installation of Turbines 1,2,&3    

6-300-VII-E7g Piping for Dam

6-300-VII-E8e Ventilating, Air Conditioning & Heating 

6-300-VII-F Installation of Switchyard

 

Box 382

6-300-VII-F2 North Embankment

6-300-VII-F3 South Embankment 

6-300-VII-“I” Supplement – Concrete Report

6-300-VII-J Field Procedure – Installation of Strain Meters

6-300-VII-K2 Safety Program          

6-300-VII-K5 Recreation Preliminary Studies

6-300-VII-K6 Relation of Work of Hydraulic Data

6-300-VIII-B Survey & Mapping 

6-300-VIII-C Land Purchase Control  ***TRACK NUMBERS & NAMES     

6-300-VIII-D1 Highway & Railroad Construction 

6-300-VIII-D2            Railroad readjustments                                             

6-300-VIII-D3 Relocation of Utilities      

 

Box 383

6-300-VIII-E1 Clearance Project

6-300-VIII-E2 Population Readjustment     1940

6-300-VIII-E3 Cemetery Relocation   ** Names & Maps

6-300-VIII-F Backwater Protection  1939

6-300-VIII-G1 Guntersville Terminal  Bulk Dock 

6-300-VIII-G2 River Channel Improvement & Safety Harbors

6-300-VIII-G3 Forestry in Guntersville

6-300-VIII-G4 Malaria Control  1940

 

Box 384

6-300-VIII-H Utility Relocation Completion Report           

6-300-IX Final Cost of Guntersville  

6-300-IX-1 Final Cost of Guntersville Project Summary

6-300-IX-2 Final Cost – Camp & Village

6-300-IX-3 Construction & Maintenance  Final Cost 1939  part

 

Box 385

6-300-IX-3 Construction & Maintenance  Final Cost 1939  cont.

6-300-IX-4 Reservoir Clearance Project  Final Cost

6-300-IX-5 River Terminal Final Cost Gantry Crane & Dock

6-300-IX-6 River Terminal Final Cost of Railroad & Dock Facilities

6-300-IX-7 River Terminal Depreciation

6-300-IX-8 Malaria Control Construction Final Cost Deepening & Filling

6-300-IX-9 Hydro Plant Addition Generating Unit # 4 

6-300-IX-10 Final Cost Report – Main Lock     

6-300-IX-A Final Report Chapter 9 Costs

6-301 Lock Wall Extension Studies

6-302 High Water Mark Report

6-305 Technical Review of Project  

6-321-1 Guntersville Project on Tennessee River

6-321-2 Construction Problems

6-323 Foundation Exploration & Geologic Studies

6-323S Foundation Exploration & Geologic Studies Discussion

6-324 Foundation Conditions & Treatment

 

Box 385

6-330-0 Guntersville Project 2nd Draft by Gongwer

6-330-1 Article Prepared for Engineering News Record – Not Published by Them

6-330-2 Article Prepared for Engineering News Record – Not Published By Them

6-330-A1 Article on Guntersville Dam   by George Leonard

6-300-A2 Article on Guntersville Dam  by Verne Gongwer

6-331 Guntersville Dam

6-335 Proposed Adjustments – Sanitary Sewerage System 

6-336 Browns Creek Valley

6-337 Comparison of Cost of Intake Gate Rail Support Towers

6-338 Meeting of Board of Consulting Engineers

6-339 Rising the Highway Bridge Across TN River

6-340 Foundation Conditions & Treatment

6-341 Employee Housing Facilities

6-342 Highway Reconnaissance Report

6-343 Guntersville Camp

6-347 Protection of Area in Browns Creek Bottom

6-348-1 Spillway Gates – Intake Gates & Draft Tube Operating Instructions

6-348-2 Operating Instructions - Precautionary Measures During High Flood

6-348-3 Operating Instructions Draft Tube Unwatering & Filling Systems

6-348-4 Operating Instructions Oil Systems

6-348-5 Operating Instructions Heating Ventilating & Air Systems

6-3486R Operating Instructions Switchgear & Control Equipment

6-349 Lock – Hydraulic Model Test

6-351 Backwater Protection of City of Guntersville

6-355 Borrow Pit Soil Analyses 

6-356 Brown’s Creek Levee Test 

6-374-1 Monthly Operating Report – Hydro Plant July 1939

6-374-2 Monthly Operating Report – Hydro Plant  Sept 1939

6-374-3 Monthly Operating Report – Hydro Plant  Oct 1939

6-376 Advance Report Guntersville Lock Filling System

6-383 Composition & Condition of Aggregate

6-385 Foundation & Borrow Pit Material

6-388 Condition of Abutments

6-397 Proposed Development of Tennessee River Near Guntersville

 

Box 387

6-400 Guntersville Project  ( book) Technical Report #4

6-400B Drawings For Guntersville    

6-404 Archaeological Findings for Guntersville  oversize box 692      

6-406 Effects Upon Local Finances of Real Property  Survey #7

6-407 Effects Upon Local Finances of Real Property Survey #8

6-408 Geology of Honeycomb Cave Near Guntersville Dam  1939

6-409 Sealing Devices for Hydraulic Gates

6-411 Turbine Installation

6-412-1 Guntersville Paint Test  Report # 1

6-412-2 Guntersville Paint Test Report # 2

6-412-3 Guntersville Paint Test Report # 3

6-412-4 Guntersville Paint Test Report # 4

6-412-5 Guntersville Paint Test Report # 5

6-412-6 Guntersville Paint Test Report # 6

6-412-7 Guntersville Paint Test Report # 7

6-413-1 Initial Operation of Unit # 1

 

Box 388

6-413-2 Initial Operation of Unit # 2

6-413-3 Initial Operation of Unit # 3

6-415 Cost Report Construction Plant Buildings

6-417 Browns Creek Correspondence & Reports

6-422 Foundation Exploration & Geologic Studies

6-423 Safety Bulletins

6-424 Comment on Reports of Other Divisions – Highway Reconnaissance Report

6-425 Buck Island Site  Mile 362.6  Pressure Tests on Drill holes

6-426 Buck Island Site  Mile 362.6  Logs of Diamond Core Drill Holes

6-427 Check on Distribution System at Construction Village

6-429 Transcript of Reports & Maps Relating to Exploration of Honeycomb Cave

6-430 Final Borrow Pit Report – Rolled Fill Embankments

6-430-A1 Borrow Pit Excavation & Tests 

6-430-A2 Borrow Pit Exploration & Tests

6-431 Outline of Present Status of Construction Plant Design 

6-432 Brick Mortar Tests

6-433 Compression Tests on Earth Fill Foundations

6-434 The Condition of Left Abutment

6-435 Power House Model Studies  Outline of Procedure

6-436 Answers to Questions  Covering Geology of Dam

 

Box 389

6-437 Ground Water Investigations   

6-439 Construction Records & Data Stored At Wilson -Index of Dam Records

6-440 Shore Line Protection Dyke

6-441 Geology of Dam  1940 August

6-441S Geology of Dam  1940  September

6-442 Soil Resistivity Measurements at Dam Site At Tennessee River

6-444 Possibilities of r Development of Guntersville Waterfront

6-446 Dam Site Investigations   Vol. 1  

6-446 Dam Site Investigations   Vol. 2  oversize box 693

6-448 Condition of Spring on George F Davis Property

6-449 Appraisal of Mineral Rights  *****  oversize box 693

6-450 See file  6-138

6-451 Detailed Cost Analysis  1939

6-452 Detailed Cost Analysis  1938

6-453-1 Guntersville Dam Index Test Unit No. 1

 

Box 390

6-453-2 Guntersville Dam Index Test  Unit #2

6-453-3 Guntersville Dam Index Test Unit # 3

6-454 Geology of Guntersville Project  

6-455 Additional Diamond Core Drilling at Quarry Site

6-456 Discharge Measurements – Turbines

6-457 Spillway Discharge Tables

6-458 Permanent Shoreline Improvement – Malaria Control

6-460 Alternate Design of Power House with Head Increaser  Appendix F

6-461 Index Test Conducted on Unit # 4

6-462 Mineral & Structural Materials

6-643 Occurrence of Brown Iron Ore In  Guntersville Area 

6-464 Geology of Guntersville Project

6-465 Ground Water & Drainage Observation   part

 

Box 391

6-465 Ground Water & Drainage Observation   cont.

6-466 Review of Properties to Determine Surplus Land

6-466S Review of Properties to Determine Surplus Land Supplement

6-467 Foundation Exploration For New Guntersville Lock

6-469 Trail Mix Design for Lock Concrete

6-469A Trail Mix Design for Lock Concrete Addendum # 1

6-470 Final Geologic report for New Guntersville Lock

6-471 Quality of Water in Reservoir

6-472 Guntersville, Alabama, Water & Sewage Works

6-473 River Channel Improvement Division Project Photographs 

6-474 Shoreline Improvement C & M Branch Photographs

 

CHICKAMAUGA (7)

7-1 Engineer’s Daily Reports   Dec 1935- March 31, 1936     

 

Box 392

7-1 Engineer’s Daily Reports   April 1 1936 -   Oct. 31, 1937

 

Box 393

7-1 Engineer’s Daily Report   Nov 1, 1937  -  Aug.  31  1939

 

Box 394

7-1 Engineer’s Daily Report   Sept 1, 1939 -  Oct. 1940

7-2 Chickamauga Project , Progress Report No. 1     March 1, 1936

7-3 Chickamauga Annual Report - Fiscal Year June 30, 1936

7-4 Diversion of Flow Through Dallas Divide   May 1936

7-5 Preliminary Final Cost Analysis Lock Cofferdam- Steel Piling 

7-7 Design Analysis Circular Cofferdam Cells - Aug 14, 1936

7-8 Construction Plant Operations - Study of Equipment for Stripping Operations July 22, 1936

7-9 Earth Embankments - Discussion with Mr. O. N. Floyd - March 15, 1936

7-10 Construction Plant for Chickamauga & Guntersville Dam  - May 1, 1936

7-11 Effects of elimination of Cobbles - Aggregate Plant  - October 31, 1936

7-12 Design & Construction - Chickamauga Dam Mixing Plant

7-14 Construction Plant Operations - Soil Shearing Apparatus Memo 1936

7-15 Rock Crushing Operations    November 14, 1936

7-16 Mixing Plant Operations - Nov 14, 1936

7-17 Batching Equipment for mixing plant

7-18 Notes on Chickamauga Quarry

7-19 General Cost Memorandum # 102 - Form work Studies   June 9, 1936

7-20 Comparative Cost

 

Box 395

7-21 Chickamauga Dam - Crushing & Screening Plant

7-22 Concrete Forms- Comparison - TVA from cost  - 1937

7-24 Chickamauga Lock Panel Forms - 1937

7-27 Report on Trip to Chickamauga Dam

7-29 Aggregate Plant Operation - 1937

7-36 Reconnaissance Report - Proposed Lake Area

7-40 Conference Notes

7-41 Progress of Drilling - Chickamauga Dam Site July 1935   

7-43 Memorandum - Geologic Elements of Chickamauga Dam site

7-44 Chickamauga Dam Site Core Drill Report

7-45 Chickamauga Dam Site - Report on Operation at Test Pits - South Side of River Exploration Tunnel on North Side - Diamond Drills

7-46 Chickamauga Foundation

7-47 Experimental Trench on South Bank- Chickamauga Dam

7-49 Chickamauga Dam Site Foundation - 1935

7-50 Experimental Steam-Heated Asphalt Grouting for Dam 1936

7-51 Work Done on Foundation upon Recommendations of Consulting Engineers

7-52 Foundation Treatment - South Shore

7-53 Report of Pluming conducted at 36" Calyx Drill Hole Near E20 - May 7, 1936

7-55 Progress Report-Foundation Investigation - 1936

7-55A Movement of Axis 1936

7-56 Foundation Investigation - Proposed Shift of Axis

7-57 Geo-Physical Demonstration At Chickamauga Dam  - 1936

7-58 Geological Conditions Across River  - 1936

7-59 Foundation Conditions, 1936

7-62 Wagon Drill Test - Dam Operations  August 1936

7-63 Data on Shift of Lock & Dam

7-64 Treatment of Cutoff - Earth Dam Sections

7-65 Rock Foundations - Study & Inspection 1936

7-66 Geology of Chickamauga Island Dam Site

 

Box 396

7-67 Study of Foundation Conditions 1936

7-68 Final Progress Report - Foundation Treatment

7-69 Resistively Methods For Dam Foundation Studies - Dam Site No. 1

7-72 Comparison - Location of Access Roads North Side of Chickamauga Dam

7-73 Chickamauga Project - Type of Highway Bridge

7-75 Memoranda - Highway Bridge at Chickamauga Dam

7-76 Highway Reconnaissance - Chickamauga Reservoir   * (Roads Identified & Map ) *

7-77 Chickamauga Project - Model Experiments 1936

7-78 Chickamauga Development - Turbine Required

7-80 Chickamauga Turbines

7-81 Cost of Dam Design

7-82 Spillway Design Notes

7-83 Size of Drainage Basins - Chickamauga Lake Tributaries

7-85 Chickamauga Dam

7-86 Outline of Construction Program - Chickamauga Dam 1937

7-88 Land Acquisition

7-89 Resolution to Regulate The Establishment & Supervision of Local Improvements

7-90 Instruction & Procedure for Third Order Traverse

7-91 Quantities - South & North Embankments

7-92 Concrete Aggregates Test by U. S. Engineers

7-94 Chickamauga Concrete Aggregates

7-96 Lock Concrete

7-98 Tennessee River Aggregate Survey

7-99 Concrete Aggregate

7-100 Chickamauga Project 1937

 

Box 397

7-100A Proposed Chickamauga Project by Carl Bock

7-100K Chickamauga Project Final Report - Recreation

7-100S Core Drilling Records

7-101 Test on Concrete & Concrete Aggregates

7-103 Road Fill - Relocation of US. Highway 27 at Soddy, TN

7-104 Limestone From the Chickamauga Dam Quarry

7-105 Chickamauga Lock

7-106 Report on Proposed Shoreline Readjustments at Soddy, TN

7-106R Proposed Shoreline Readjustment at Soddy, TN 1937

7-107 Expenditures for 6 months Period - Chickamauga Dam 1936

7-108 Contract No TV2195 Filling Cofferdam Cells 1936

7-110 Conference - January 1936

7-111 Chronology of Construction Activities to July 31, 1936

7-113 General Social & Economic Data of Chickamauga Dam Area

7-114 Public Schools in the Chickamauga Dam Area

7-115 Effects of Chickamauga Reservoir Land Purchases of  Finances of Rhea County

7-116 Effects of Chickamauga Reservoir Land Purchases - Finances of Dayton, TN

7-117 Protection Plan for Dayton, TN

7-118 Allotment Release

7-119 Budget Revision for Fiscal Year 1937

7-120 Budget Review

7-121 Budget Fiscal Year 1938

7-122 Water Control During Block Closure in Spillway - 1937

7-124 Installation of Cofferdam No. 1- April 1936

7-125 Elevation For Cofferdams - Chickamauga

7-126 Chickamauga Lock - Detailed Analysis of Cofferdam Construction

7-127 Chickamauga Dam - Crushing & Screening Plant

7-128 Concrete Operation 1937

7-129 Construction Power

7-130 Notes on Trip to Chickamauga Dam 1937

7-131 Housing for Chickamauga Project

7-132 Memoranda on Weekly Conferences 

7-132-1 Memoranda of Weekly Conferences

7-133 Abstract of Preliminary Report - Proposed Development on TN River

7-134 Progress Report - Board of Consulting Engineers

 

Box 398

7-134a Miscellaneous Cost Data on Construction Work Completed to Date 1938

7-134-1 Information on Status of Job

7-134-1a Information & Data   Foundation Treatment & Ground Water Investigations

7-134-2 Information & Data Consolidation Grouting  North & South Earth Embankments

7-134-2a Information & Data Consolidation Grouting - North & South Earth Embankment Grouting Water Investigation

7-134-3 Information & Data Consolidation Grouting North & South Earth Embankment  

7-134-4 Same - Prepared for Consultant’s Meeting

7-136 Chickamauga - Progress Report on Damsite

7-139 Visit To Chickamauga Dam

7-140 Grouting Experiments

7-141 Cut-Off South Earth Embankment

7-142 Construction - Access Road - North Side of Chickamauga Dam

7-143 Operating Deck Design

7-144 Pool Levels

7-145 Design of Gantry Crane For Spillway Section

7-146 Hourly Hydrographic    B1

7-147 Detailed List of Various Activities   1935

7-150 Additional Land Purchases - Chickamauga Dam Site (Great Map-limited area )

7-151 Zoning Around Chickamauga Dam

7-152 Allotment Release

7-153 Summary of Gravel Exploration 1935

7-156 Limestone Core Samples 1936

7-157-1 Durability Tests of Concrete Aggregates

7-157-2 Durability of Concrete Aggregates - Progress Report #2

7-157-3 Inspection & Testing Division    Concrete Aggregates   Progress Report #3

7-158 Summary of Tests for Concrete Aggregates 1935

7-159 Permeability of Basal Clay in North Cut-off

7-160 Clearance of Bridges Crossing the Hiwassee River

7-161 Chickamauga Dam - River Crossing

7-162 Chickamauga Project - Powerhouse Study

7-163 Clearing Line Elevation- Chickamauga Reservoir   1936

7-164 Safety Bulletin   1937 Vol. 1

7-165 Construction Schedules for Chickamauga Project

7-166 Construction schedules 1936

7-167 Purchase of Permanent Material in Lock Cofferdam

7-168 Dates of Completion

7-170 Effects of Chickamauga Reservoir on Dayton, TN   Social & Economic Research

7-171 Effects of Chickamauga Reservoir Soddy, TN   Social & Economic Research

7-172 Chickamauga Boring Bids

7-173 Final Report - Model Studies   Hydraulic Data 1939

7-174 Review of Highway Division’s Reservoir Reconnaissance Report 1936

7-175 Field Time Study

 

Box 399

7-178 Proposed Dormitory Near Chickamauga Dam

7-179 Cofferdam Grouting - Third Stage

7-180 Article on Chickamauga Dam for Engineering News-Record

7-182 Consultant’s Report

7-185 Activities Outside of Dam Area of Which Study is Necessary

7-188 Numerical Listing for Photographs  Partial Listing   CH 1 - 1664 ( complete titles)

7-189 Proposed Reservoir Sailing Line   1938

7-190 Earth Work at Chickamauga Dam

7-191 Extract of Report of Theodore Hatch ( Dust Control for Low-Silica Rock)

7-192-1 to 7-192- 6 Progress Report No. 1   Highway Fill Tests  to - Progress Report  No 6

7-192-7 Progress Report No 7.  Snow Hill Rd..   at Long Savannah Creek  Project No 4028

7-192-8 Progress Report No 8.   Hixson Pike at Dallas Hollow    Project No.  4032.03   

7-192-9 Progress Report No. 9    Hixson Pike at Armstrong Road Project No. 4032.02

7-192-10 Progress Report No 10.  Hixson Pile at Hamby Road     Project 4032.01

7-192-11 Progress Report # 11  Blythe’s Ferry Road At West Landing Project 4056

7-192-12 Progress Report #12   Tennessee Hwy.. 58 at Hiawassee River 3015

7-192-13 Progress Report #13   Cottonport Road at Goodfield creek Project 4066.02

7-192-14 Advance Report #14    Tennessee State Hwy. 30 at Dayton Project 3018

7-192-15 Report #15    Bylthe’s Ferry Rd. at Gunstocker Creek Project 4057.03

7-192-16 Report #16   Henry Road at Ware Branch Project 4046.01

7-192-17 Report #17   Eldreidge Road - 0.5 Miles East Birchwood Pile Project 4047

7-192-18 Report #18    Blythe’s Ferry Road Lick & Sugar Creeks - Project 4057.01

7-192-19 Report #19   Blythe’s Ferry Road at South Mouse Creek Project 4058.02

7-192-20 Report #20 Johnson-Blythe’s Ferry Road at Blair Branch Project 4042

7-192-21 Report #21 Calhoun-Dayton Road - Price Cheek to Jolly Branch Project 4065.06

7-192-22 Report #22 Blythe’s Ferry Road at Candy Creek Project 4058.03

7-192-23 Report #23 Calhoun-Dayton Road at Rogers Creek Project 4064.02

7-192-24 Report #24 Calhoun-Dayton Road at North Mouse Creek Project 4064.01

7-192-25 Report #25 Hoyal Ferry Road at Rattan Branch Project 4048.02

7-198 Chickamauga Reservoir Elevation Prediction

7-198-1 Chickamauga Reservoir Elevation Prediction

7-200 IV-A General Design Features Final Report

7-200 IV-B Architecture & Landscaping    - Design -   Final Report

7-200 IV-C Navigation Lock  - Design  - Final Report

 

Box 400

7-200 IV-D   Earth Embankments and Division Canal   - Design- Final Report

7-200 IV-E    Forebay, Tailrace and Bulkhead Walls   Design -   Final Report

7-200-IV-F Spillway Dam   - Design     - Final Report

7-200-IV-G Powerhouse Intake   - Design - Final Report

7-200-IV-H Powerhouse     Design  - Final Report

7-200-IV-I Switchyard    - Design - Final Report

7-200-IV-J Appendices to Design of Permanent Structures Final Reports

7-200-IV-2 Installation of Unit 4 Final Design Report

7-200A Final design Report - North Embankment &North Chickamauga Creek Diversion

7-200L Navigation Lock, Final Design Report

7-218 Experimental Asphalt Grouting in Hole E-21

7-219 Chickamauga Project   (Booklet produced 1938 by TVA)

7-220 Brief Report on Foundation Treatment Under Earth Dam June 1938

7-242 Specifications for Lock 1936

 

Box 401

7-290 Use Rate on Rate Equipment - Chickamauga Dam

7-294 Determination of Pool Elevations - Chickamauga Project  - May 6 1936

7-300-5 Board of Consulting Engineers - Data   1937

7-300-10 Report on Construction of Cofferdam No. 1   (photographs)

7-300-11 Report on Coarse Aggregate   December 1, 1936

7-300-12 Final Report  -Data on use of Jumbo Bits 1936

7-300-14 Chickamauga North Earth Dan 4/2/37 

7-300-15 Navigation Lock - Filed Time Study, etc

7-300-18 Soil Laboratory Tests  -

7-300-19 Geology of Chickamauga Dam Lock

7-300-20 Earth & Rock Excavation Chickamauga Navigation Lock

7-300-21-1 Foundation Treatment of Navigation Lock

 

Box 402

7-300-21-2 Foundation Treatment of Chickamauga Lock & Dam      (35 photos const)

7-300-22 Concreting   Stage I & Stage II Operations   Locks & Spillway

7-300-23 Erection of Segmental Valves - Navigation Lock

7-300-24 Erection of Lower Lock Gate

7-300-25 Erection or Permanent & Temporary Upper Gates

7-300-26 Navigation Lock - Wall Armor      

7-300-27 Navigation Lock - Miscellaneous Embedded Parts

7-300-28 Earth & Rock Excavation - Stage II Construction

7-300-29 Consolidation Grouting At Chickamauga Dam 

7-300-30 Erection of Spillway Gate Guides

7-300-31 Construction of Cofferdam No. 2

 

Box 403

7-300-32 Maintenance of Cofferdam No. 2

7-300-33 Navigation Lock - Operation Building

7-300-34 Navigation Lock - Formwork

7-300-35 Aggregate Plant Operation

7-300-36 Navigation Lock - Electrical Installation

7-300-37 Fabrication of Draft Tube Forms

7-300-38 Construction of Coffer Dam #3

7-300-39 Asphalt Grouting for Leakage Stoppage

7-300-41 Access Roads  

7-300-42 Construction of Temporary Public Facilities

7-300-43 Construction Plant & Service Buildings  - Chickamauga Project

7-300-44 Maintenance of Lock Cofferdam   *   with photographs

7-300-45 Removal of Cofferdam No 1          *   with photographs

7-300-46 Engineering & Construction Report - Second Stage Cofferdam Removal

7-300-49 Final Report - Placing Concrete For Upper Miter Sills At Dam

7-300-50 Spillway- Final Closure at Chickamauga Dam

7-300-51 Fresh Water Supply & Distribution

 

Box 404

7-300-52 Raw Water Supply And Distribution

7-300-53 Compressed Air Supply & Distribution

7-300-54 Electric Power Supply & Distribution

7-300-55 Walkway & Utilities on CNO & TP Railway Bridge

7-300-64 Powerhouse Lighting & Heating - Outdoor Lighting Systems

7-300-70 Switchboards

7-300-71 General Description of the Chickamauga Project

7-300-72 Reinforcing Steel for Lock, Spillway, and Powerhouse

7-300-73 Field Engineering and Layout

7-300-74 Spillway Formwork 

7-300-76 Powerhouse Elevator

7-300-77 Erection of 80 Ton Capacity Spillway & Intake Gantry Crane

 

Box 405

7-300-78 Installation & Initial Operation of Spillway Gates

7-300-80 Operating Bridge Deck Steel

7-300-81 Foundation Trench Excavation North Earth Dam

7-300-83 North Earth Dam Rolled Filled

7-300-84 North Dike- Slope Protection

7-300-85 Foundation Trench Excavation  - South Earth Dam

7-300-88 South Earth Dam Rolled Fill

7-300-89 Slope Protection - South Earth Dam

7-300-90 Rock & Unclassified Excavation Third Stage Construction

 

Box 406

7-300-92 Powerhouse and Intake Formwork Vol. 1

7-300-92 Powerhouse and Intake Formwork Vol. 2

7-300-93 Stage III Concreting Operations - Powerhouse

7-300-95 Powerhouse Structural Steel

7-300-96 Units 1, 2, & 3, Hydraulic Turbine Installation   part

 

Box 407

7-300-96 Units 1, 2, & 3, Hydraulic Turbine Installation  cont.

7-300-97 Installation of Intake Gates & Appurtenant Parts

7-300-98 Description and Erection - Draft Tube Gates & Guides

7-300-99 Erection of 20 Ton Capacity Draft Tube Gantry Cranes

7-300-99A Erection of 275 Ton Capacity Powerhouse Crane

7-300-101 Air Conditioning & Ventilating Powerhouse

7-300-102 Generators

7-300-107 Architectural Finished 

7-300-108 combined with 107

7-300-111 Switchyard Structural Steel

7-300-123 North Chickamauga Creek Diversion Channel

 

Box 408

7-300-130 Grouting For Cofferdam Stabilization & Sealing at Chickamauga

7-300-131 Construction Plant

7-300-132 Marine Equipment & Facilities

7-300-133 Service Buildings

7-300-141 Handrail

7-300-149 Switchyard

7-300-176 Lock-Temporary Navigation Facilities

7-300-179 Time Studies

7-300-180 Cable Tunnel

7-300-181 Accounting

 

Box 409

7-300-VII-1 Chickamauga Dam Bridge Construction Report

7-300-VII-2 Unit 4 Generator Installation & Initial Operation

7-300-VII-3 The Addition of Generating Unit 4-Construction

7-300-VII-4 Turbine & Governor Installation & Preliminary Operation

7-300-VII-K-4 Cost Narratives

7-300-VIII-6 Utility Relocation Completion - Left Bank & Site Improvements

7-300-VIII-7 Completion Report - Utility Relocation

7-300-VIII-8 Completion Report - Utility Relocations - Marina Improvements

7-300-VIII-9 Chickamauga Power Systems Control Center

7-300-VIII-B Survey & Mapping

7-300-VIII-C Land Purchase Control    *******Maps & Index of Property /Owners

7-300-VIII-D Relocation Activities -    (Lots of Photographs & General Data ) part

 

Box 410

7-300-VIII-D Relocation Activities -    (Lots of Photographs & General Data ) cont.

7-300-VIII-D-1 Highway & Railroad Construction

7-300-VIII-D-3 Utility Relocation ( contracts easements tracks - Electric Power Board, TVA, Meigs Co. E.M.C., City of Dayton, AT&T, SO. Bell, W. U. T &T , Postal Tel-Cable, Rural Tel. Misc. Utilities)

7-300-VII-E-1 Clearance Project - Final Report   

7-300-VII-E-1A Final Cost Report

7-300-VII-E-3 Cemetery Relocation   ( Maps & Names)

7-300-VIII-E-4 Pre-Impoundage Preparation & Post Impoundage - Malaria Control

7-300-VIII-E-5 Relation of the Work of the Hydraulic Data Division - Construction & Operation of Dam.

 

Box 411

7-300-IX Final Cost of Chickamauga Dam Project  Report

7-300-IX-1 Final Cost Report- Dredging

7-300-IX-2 Cost Report - Hydro Plant Additions Generator Unit # 4

7-300-IX A-2 Final Quantity Report    1941

7-321 Shoreline Readjustment at Soddy, Tennessee 1937

7-322 Soil Foundation, South Dike

7-323 Report of Official Cavitation Acceptance Test July 25- Aug 31 1938   Vol. I 

7-323 Official Cavitation Acceptance Test  July 25-Aug 31 1938  Vol. II  part

 

 

Box 412

7-323 Official Cavitation Acceptance Test  July 25-Aug 31 1938  Vol. II  cont.

7-324 Official Efficiency Acceptance Test  Sept 1 –30  1938  Vol.  1

7-324 Official Efficiency Acceptance Test Data & Computation Sheets  Vol. II    

7-329 Aggregate & Concrete Plant Cost Report

7-334 Report of Consultants’ Meeting Nov 30, 1938

7-335 Design of Chickamauga Dam Construction Plant   

7-336 Hydraulic Model Studies of Navigation Conditions

7-338 Acceptance Test Cavitation of Turbines  Contract 10603  oversize box 693

7-339 High Water Mark Report part

 

Box 413

7-339 High Water Mark Report  cont.

7-340 Consulting Engineers Meeting June 27-28 1938

7-341-1 Ground Water Investigation

7-343-1 Spillway Model Test  Report # 1

7-343-2 Spillway Model Test Report # 2

7-343-3 Spillway Model Test Report # 3

7-343-4 Spillway Model Test Report # 4

7-344 Outline of Procedures

7-344-A1 Lock Wall Extension

7-348-1 Operating Instructions – Heating, Ventilating & Air Conditioning

7-348-2 Operating Instructions- Draft Tube Unwatering & Filling

7-348-3 Operating Instructions- Oil Systems & Oil Handling

7-348-4 Operating Instructions – Precautionary Measures High Floods

7-348-5 Operation of Switchgear & Control Equipment

7-348-6 Instructions for Operating Spillway Gates, Intake Gates

7-356 Report of Consultants’ meeting March 22, 1939

7-368 Foundation Treatment

7-369 Foundation Exploration & Geologic Studies

7-370-1 Drill Hole Records  Vol. 1   part

 

Box 414

7-370-1 Drill Hole Records  Vol. 1   cont.

7-370-2 Drill Hole Records  Vol. 2   

7-370-3 Drill Hole Records  Vol. 3  part

 

Box 415

7-370-3 Drill Hole Records  Vol. 3  cont.

7-370-4 Drill Hole Records   Vol. 4  

7-370-5 Log of Diamond Core Drill  Holes

7-370-6 Results of Pressure Test on Drill Holes

7-370-7 Logs of Core Drill Holes & Pressure Test  Site 2  

 

Box 416

7-372 Cost Accounting & Time Studies on Large Construction Operation

7-373 Foundation Exploration & Geologic Studies

7-383 Instructions to Field Men

7-390 Field Time Study of Equipment Performance

7-394 Summary of Cost Report & Budget Study

7-395 Detailed Estimates & Justification

7-396 Closure Date on Reservoir

7-397 Location of Chickamauga Dam Lock

7-398 Chattanooga Local Protection Exhibits

7-399 Letter to Congressman McReynolds Cost Estimates

7-400A The Chickamauga Project  (book)

7-400B-R1 Drawings for Chickamauga Project 

 

Box 417   

7-401 Stowaway Discharge Capacity

7-402 Preliminary Model Test for Lock

7-403 Drill Hole Records

7-404 Cofferdam Number 2

7-405 Maintenance of Lock Cofferdam

7-409 Resistivity Measurements at Chickamauga Dam Site # 1   

7-422 Flood Protection for Dayton TN

7-432 Proposed Adjustments for Sanitary Sewerage System

7-433 Field Time Study of Equipment Performance

7-435 Foundation Soil Test  

7-436 Report of Consulting Engineers & Geologist

7-437-1 Soil Test  Report 1  April 1936

7-441 Clarity & Temperature of Chickamauga Lake

7-444 South Reservoir Rim

7-445 Ground Water & Dye Observations – South Rim

7-448 Estimated Displacement of Land, Population, Employment   Jan 1939  

7-451 Freezing & Thawing Tests  

7-456 Some Concrete Structures of Chickamauga Limestone

7-457 Sinkhole Drainage Projects

7-463 Proposed Development on the TN River Near Chattanooga  part

 

Box 418

7-463 Proposed Development on the TN River Near Chattanooga  cont.

7-466 Cost & Force Report Comparison Summary oversize box 693

7-468 Archeological Findings  oversize box 693

7-472 Effects Upon Lock Finance of Real Property Purchases Survey # 4

7-473 Beneficial Effects of Chickamauga Reservoir on Local Employment

7-474 Proposed Bridge Over Chickamauga Dam

7-479 Safety Features in the Construction of the Dam

7-489 Technical Review of Chickamauga Project  Feb 1940

7-490 Competitive Test of Wagon Drills 

7-493 Time Study Report on Quarrying

7-495 Hydroelectric Development on Blades (article)

7-500 Preparation for Navigation

7-502 Large Core Drills Aid Construction

7-503 Supplementary Study of Shoreline Readjustment

7-504 Recommendations for Shoreline Adjustment

7-505 Review of Ground Water Readings

7-506 Time Studies at Chickamauga

7-508 Geological Considerations of Large-Diameter Hole

7-509 Ground Water Investigations Near Chickamauga Dam

7-510 Backwater Protection  Daily Reports

 

Box 419                

7-511 Raising & Widening Wolftever Creek Bridge

7-516 Petrography of Chickamauga Limestone

7-517 Petrography of Aggregate from Graysville Area

7-521 Kaplan Head Difficulties  Unit # 1

7-522-1 Shaft Checks & Alignment  Unit # 1

7-522-2 Shaft Checks & Alignment  Unit # 2

7-523 Inspection of Spillway Gates

7-524 The Daisy Quarry

7-525 Old Holmes Quarry

7-526 Development of Rock Quarry of North Chickamauga Creek

7-527 Tests of Form Rods & Anchors

7-528 Comments on Land Planning & Housing

7-529 Foundation Treatment

7-530 Comments on Foundation & Embankments

7-531 Study of Foundation Conditions

7-532 Field Time Study Equipment & Production – Wagons  South Earth Dam

7-533-1 Soil Laboratory Tests Report # 1

7-533-2 Soil Laboratory Tests  Report # 2

7-534 Office Memo:  Dike Foundation Treatment

7-536-1 Checks & Tests During Initial Operation Unit # 1

7-536-2 Preliminary Tests & Initial Operation of Unit #2

7-536-3 Initial Start of Unit # 3

7-537 History of Chickamauga Project

7-538 Outline & Summary of Safety Program

7-539 Chickamauga Engineers

7-540-2 Second Shaft Rotation Check  Unit # 2

7-540-3 Second Shaft Rotation Check  Unit # 3

7-541 Ground-Water Investigations

7-542 History of Chickamauga Project

7-543 Claim of Mrs. Florence Margarot Smith Lee

7-544 Report on Driving, Splicing, & Filling Operations  Lock Cofferdam

7-546 Complaint of Sam Lovell

7-547 Complaint of Lee Hinson, Soddy Tn

7-548 Developing Mortar Red & Black for Tile Floors of Powerhouse

7-550 Geology & Water Table Studies in the South Rim

7-551 Memo:  Graphic Representation of The Borings Data

7-553 Complaint of Mrs. Pearl Varner,  Hixson TN

7-555 Claim of W. W. Sanders

7-556 Index of Field Office Drawings by Subjects

7-557 List of Manufacture’s Drawings

7-559 Maintenance Painting of Chickamauga Lock Gates

7-560 Painting of Spillway & Trash Gates

7-561 Grouting Operations on Hole 77/0

7-562 Strain Gage Measurements 3rd Stage Cofferdam Tie-In

7-563 Spare Parts for Principal Items of Equipment   part

 

Box 420

7-563 Spare Parts for Principal Items of Equipment  cont.

7-565 Index of  Field Notes

7-566 Specifications for Missing & Delivering  Concrete

7-567 First Cofferdam At Chickamauga

7-568 Field Data , Blast Oct 15, 1937

7-569 Progress Report – Foundation Investigation   

7-570 Dallis Divide   Ground Water Investigation

7-571 Maintenance Report  Land Planning & Housing Division  1937

7-572 Interest in Opening Tennessee To Navigation First Recognized in 1824

7-573 Sixth TVA Dam – Chickamauga

7-574 Functional Dignity is Keynote of Dam Architecture

7-575 A Mountain City Turns Water Conscious

7-576 Rural Families of the Chickamauga Reservoir Area

7-577 Detachable Drill Bits  3rd Stage Excavation   July – Dec 1938 

7-579-1 Dam Site Investigations  Vol. 1   part

 

Box  421

7-579-1 Dam Site Investigations Vol. 1  cont.

7-579-2 Dam Site Investigations Vol. 2     

7-580 Core Borings Since Nov. 23, 1935

7-581 Crushing Data Original     

7-582 Inventory of Records Chickamauga Project  

 

Box 422

7-583 Final Cost of Chickamauga Project

7-585 King’s Point Wells Investigation Information

7-587 Appraisal of Mineral Rights in Chickamauga Reservoir  Tracks CR 2 - 1269

7-588 Index of Reports

7-589 Ground Water 7 related Observations

7-590 Discharge Measurements Turbines

7-591 Spillway Discharge Tables

7-593 Chickamauga Project  1946

7-597 Progress Report # 2 Soil Tests

7-599 Design of Chickamauga Dam Bridge

7-600 Index Test Conducted on Unit # 4

7-602 Design of Chickamauga Dam Bridge

7-603 Multiple Purpose Operation of TN River System

7-604 South Chickamauga Creek Watershed Rainfall Station Location Study

7-606 Chickamauga Dam Toe Drainage Observations

7-607 Chickamauga - Review of Reservoir Pro

7-608 Quality of Water in Chickamauga Reservoir  (1964)

7-609 Chickamauga Dam Powerhouse & Intake Form work Vol.  1,  November 27,1939

7-611 River Channel Improvement Division - Photographs

7-612 Sawmill Operations (Photographs only)

7-614 Report - Design Consideration in Widening Bridge Across Chickamauga Dam

 

KENTUCKY (8)

Box 423

8-1 Kentucky Daily Progress Reports June 1939 - March 1942

 

Box 424

8-1 Kentucky Daily Progress Reports April 1942 - Sept. 1944

               

Box 425

8-1 Kentucky Daily Progress Reports October 1944 - December 1947

 

Box 426

8-1 Kentucky Daily Progress Reports January 1948 - December 1950

8-2 Gilbertsville- Progress Report May 1 -May 31, 1938

8-3 Kentucky Project Annual Report - Fiscal Year 1941

8-5 Gilbertsville - Additional Investigations - Supplemental Report  April 1937

8-7 Gilbertsville Project Estimate (March 29, 1937)

8-8 Gilbertsville Investigations - May 1, 1936

8-9 Gilbertsville Reservoir- Preliminary Rpt - Recreational Develop.  Oct- 1936

8-10 Gilbertsville - Proposed Power - Navigation Project

8-11 Gilbertsville Project  - Conference June 14, 1937

8-12 Estimate of Traffic Increase - Cumberland  River - result of High Dam on the Ohio in Lieu of Aurora on the Tennessee

 

Box 427

8-13 Lower Tennessee Project

8-15 Status of Contemplated Project - Lower Section of Tennessee River

8-16 Summary of the Geology of Gilbertsville  And Birmingham Dam Sites ( 1937)

8-17 Statistical Study of Solution Cavities at  Gilbertsville Dam Site  - Nov 1936

8-18 Electrical Resistively Survey of East   Abutment- Gilbertsville Dam (Nov. 1936)

8-19 Geological Conditions of the Ridge To the  West of Gilbertsville Dam Site

8-20 Earthquake Hazard along the lower TN Adjacent Valleys - Reference to safety of Dams (1937)

8-21 Geology of Gilbertsville Dam Site

8-22 Gilbertsville Drilling ( March 14, 1936)

8-23 Reconnaissance Report – Geology of Dog Island

8-24 Geological Report - Drilling Gilbertsville Dam

8-25 Model Study-Proposed Dredging Project below Pickwick

8-26 Progress Report - Gilbertsville Project on the Tennessee River    (April 1937)

8-26 S # 29 Gilbertsville Project Additional Investigation  Supplementing Report April 1937

 

Box 428

8-27 Proposed Gilbertsville Project

8-28 Gilbertsville Project Summary of Principal Features

8-30 Location and Description of Gilbertsville Project   (May 26, 1936)

8-31 Origin of Name and of the Town of Grand Rivers, KY

8-33 Supervision of Contracts   (1935)

8-34 Concrete Investigations  - Gilbertsville Dam ( 1937)  

8-35 Preliminary Report - Test Results of Concrete Aggregates

8-36 Concrete Durability Tests for Gilbertsville Dam

8-37 Memorandum to H.S. Meissner

8-40 Effects of Winds Upon The Safety of Navigation in the Gilbertsville Pool

8-41 Canal Connecting the Cumberland & Ohio River

8-42 Navigation Credits - Gilbertsville Project

8-45 Annual Report - Fiscal Year 1936

8-46-1 Progress Report No 1 Paducah Project  Foundation Soil Tests ( 1936)

8-46-2 Progress Report No. 2 Paducah Project  Foundation Soil Tests ( Nov 1936)

8-46-3 Progress Report No, 3 Paducah Project  Foundation Soil Tests ( April 1937)

8-46-6 Advance Report No 6. Gilbertsville Project  Foundation Soil Tests ( April 1939)

8-46-7 Gilbertsville Dam Foundation Tests ( 1939)

8-47 Progress Report on Investigations of  Lower Tennessee Project

8-48 Progress Report August 1-31, 1936  Lower Tennessee Project

8-49 Inspection of the Proposed Gilbertsville  Reservoir  (July 1936)

8-50 Gilbertsville Reservoir – Wooded Area

8-51 Aurora Dam Site ( March 11, 1936)

8-52 Notes Concerning the Purchase from Southern Industries & Utilities Inc.

8-53 Aurora Landing Development ( May 8, 1934)

8-54 Determination of Most Desirable Elevation For Normal Pool - Aurora Project ( 1935)

8-55 Notes on Aurora Landing Project (1934)

8-56 Aurora Options

8-57 Geology of Cumberland River Dam Site

8-58 Geology of the Dog Island Dam Site

 

Box 429

8-60 Report on the Effect of the Proposed Gilbertsville Reservoir on the General Economy - Surrounding Area

8-61 Cost of Power At Paducah Project, Plan No.  2

8-62 Effect of Storage in Paducah Reservoir on   Mississippi Stages

8-63 Effect of Paducah Reservoir on Flood Control for the Mississippi River

8-64 Preliminary Design & Cost Estimate- Paducah Project

8-65 A Dam Across the Ohio & TN River near Paducah, KY

8-66 Summary of Reservoir & Lock Costs And Navigation Credits, Shannon Project - Elevation 367.0.

8-67 Shannon Project – Preliminary Estimate of Cost

8-68 Comments upon Report on the Effects of the Proposed Gilbertsville Reservoir

8-69 Lower TN Valley Area & Proposed Gilbertsville Dan

8-70 Gilbertsville Reservoir Boundary

8-72 Progress Report - Gilbertsville Project

8-75 Application for Installing & Operating Ferry

8-76 Investigation of Concrete& Aggregate Supply- Gilbertsville Area  ( with photographs)

8-77 Gilbertsville Project - Concrete Aggregate

8-78 Data on Aggregates-Navigation Dams  Lower Ohio River

8-79 Test Made on Samples of Gilbertsville Limestone

8-80 Restriction of Sand & Gravel Dredging - Gilbertsville

8-81 Option on Star Lime Works Quarry - Birmingham, KY

8-85 Aurora Case

8-86 Rural Land Classification Survey- Gilbertsville Reservoir

8-87 Status of Gilbertsville Project - July 7, 1936

8-89 Geographic Survey-Land Classification Gilbertsville Area

8-90 Proposed Acquisition of Land or Options for Same at  Mouth of Tennessee River

8-92 Gilbertsville Project

8-93 Report on Conference with Army Engineers Re Lower TN

8-94 Lower Tennessee Valley Investigations ( 1935)

8-96 Reports on Gilbertsville & Dog Island Dams by L. H. Huntley

8-98 Suggested Change in Name for Gilbertsville Project

8-99 Report on Silting of Gilbertsville Reservoir

8-100 Report - Kentucky Project on TN  River ( 1939)

8-101 Comparison Between Surcharge Levels- Gilbertsville Project

8-102 Proposed Drawings-Gilbertsville Pool

8-103 Malaria Control in Gilbertsville Reservoir

8-105 Additional Exploration at the Gilbertsville Dam Site

8-106 Summary Comparison of Geological Conditions at Gilbertsville & Birmingham Dam Sites

8-107 Geology of Gilbertsville Dam Site (digest)

8-109 Gilbertsville Project   June 30, 1937

8-110 Gilbertsville Project June 9. 1937

8-111 Proposed Construction of Gilbertsville Dam

8-112 Comments Regarding Conference on Gilbertsville Project

8-113 Revision of Community Benefits from Proposed Gilbertsville Reservoir

8-114 Symposium on Recreational Benefits Created by Gilbertsville  Reservoir

 

Box 430

8-115 Estimate of Reconnaissance Survey of Gilbertsville

8-116 Forestry Conference on Proposed Gilbertsville Reservoir

8-117 Preliminary Estimate for Gilbertsville Project

8-118 Gilbertsville Project Estimate for Elevation 365

8-119 Cost Comparison of Shannon & Gilbertsville Projects on Lower Tennessee

8-120 Cost Comparison of Shannon & Gilbertsville Projects

8-121 Inspection of Quarry Sites - Gilbertsville Project

8-122 Gilbertsville Dam

8-123 Construction Studies at Gilbertsville Dam

8-124 Additional Funds Requested by Land Classification

8-125 Gilbertsville Budget - Fiscal Year 1937

8-126 Revised Budget Gilbertsville - Fiscal Year 1938

8-127 Illinois Central Tracks at Gilbertsville

8-128 Design of Earth-fill Dams to Resist Earthquake Shocks - Gilbertsville Dam

8-129 Report on Conference with Consultants - Gilbertsville Project

8-130 Progress Reports    Kentucky

8-131 Feasibility of Permanent Community at Gilbertsville Dam site

8-132 Statement on Support of Restoring the Original Estimate For Gilbertsville Dam

8-134 Kentucky Dam Report to Board of Consultants (1940)

8-135 Gilbertsville Budget - Fiscal Year 1937

8-136 Gilbertsville Project- General Advisability of Project

8-137 Analysis of Bedrock Solution at Gilbertsville Dam  Site

8-138 Progress of Test results-Gilbertsville aggregate

8-140 Lands in Gilbertsville Reservoir - Addendum

8-141 Fourth Power Unit at Guntersville

8-143 Geological Observation at Test Cell Sheet Piling

8-147 Description of Gilbertsville Project-National Resources Committee

8-148 Report on Gilbertsville Reservoir

8-150 Gilbertsville Reservoir-Flood Control Unit for Lower Ohio &  Mississippi Rivers

8-151 Report- Gilbertsville  Reservoir with Special Reference to Flood  Control Aspects

8-152 Gravel Exploration Survey of Tennessee River Aggregates Available

8-153 Earthquake Effect on Design

8-154 Forestry Reconnaissance of proposed Gilbertsville Reservoir

8-155 Power Data Gilbertsville Project March 4, 1938

 

Box 431

8-155 Power Data Gilbertsville Project March 4, 1938

8-156 Gilbertsville Dam - Notes on Economic Phases of the Project

8-158 Agenda for Gilbertsville Power Consultants

8-160 Traffic on Lower Tennessee River

8-161R Analysis of Water Sample - Test Well Gilbertsville

8-163 List of Reports on Gilbertsville Aggregate Investments

8-164 Lists of Gilbertsville Reports in Engineering Report Files

8-165 Appendix III Navigation Improvements - Provided by Gilbertsville

8-166  Flood Damage Survey of Paducah

8-167 Cost of Raising Illinois Central Railroad Bridge at Gilbertsville

8-168 Conference at Paducah with Consultants on Gilbertsville Project

8-169 Answer to Question Concerning The Geology of Dam

8-170 Conference with Consulting Materials Engineers For Aggregates for  Use in Gilbertsville Dam                                      

8-174 Soil Tests for Cofferdam Design - Gilbertsville Project

8-177 Highway Reconnaissance Area 1 Gilbertsville Reservoir

8-177 Highway Reconnaissance Area 2 Gilbertsville Reservoir

8-177 Highway Reconnaissance Area 3 Gilbertsville Reservoir

8-177 Highway Reconnaissance Area 4 Gilbertsville Reservoir

8-177 Highway Reconnaissance Area 5 Gilbertsville Reservoir

8-177 Highway Reconnaissance Area 6 Gilbertsville Reservoir

8-177 Highway Reconnaissance Area 7 Gilbertsville Reservoir

8-177-1 Highway Reconnaissance Summary Report 8-177-1

8-177-2 Highway Reconnaissance Report, 8-177-2   ( KY State Hwy)

8-177-3 Highway Reconnaissance Report, 8-177-3   ( Marshall County Hwy.)

8-177-4 Highway Reconnaissance Report, 8-177-4   (Calloway County Hwy.)

8-177-5 Highway Reconnaissance Report, 8-177-5   (Livingston County Hwy.)

 

Box 432

8-177-6 Highway Reconnaissance Report, 8-177-6    (Lyon County Hwy.)

8-177-7 Highway Reconnaissance Report, 8-177-7   (Trigg County Hwy.)

8-177-8 Highway Reconnaissance Report   Tennessee State Highway

8-177-9 Highway Reconnaissance Report, 8-177-9  (Henry County Hwy.)

8-177-10 Highway Reconnaissance Report, 8-177-10 (Benton County Hwy.)

8-177-11 Highway Reconnaissance Report   8-11-11 ( Decatur County Hwy.)

8-177-12 Highway Reconnaissance Report, 8-177-12 (Hardin County Hwy.)

8-177-13 Highway Reconnaissance Report, 8-177-13 (Henderson County Hwy.)

8-177-14 Highway Reconnaissance Report, 8-177-14 (McNairy County Hwy.)

8-177-15 Highway Reconnaissance Report, 8-177-15 ( Stewart County  Hwy)

8-177-16 Highway Reconnaissance Report, 8-117-16 (Houston County Hwy)

8-177-17 Highway Reconnaissance Report, 8-117-17 (Humphrey County Hwy)

8-177-18 Highway Reconnaissance Report, 8-117-18 (Perry County Hwy)

 

Box 433

8-177-19 Highway Reconnaissance Report 8-177-19  (Wayne County)

8-177-X Highway Reconnaissance Report Kentucky Reservoir

8-179-0 Outline of Procedures -Lock Location Tests - Gilbertsville Dam

8-179-1 Progress Report No. 1 - Lock Location Studies, Gilbertsville Project

8-180 Concrete Aggregates Proposed For Gilbertsville Dam ( July 1938)

8-180 Effect of Freezing & Thawing on 3" x  Concrete Cylinders Proposed For Gilbertsville Dam Photographs Volume I    Starr Quarry

 

Box 434

8-180 Effect of Freezing & Thawing on 3" X 6" concrete Cylinders Proposed For Proposed for Gilbertsville Photographs   Volume II

8-180 Effect of Freezing & Thawing     Proposed  Vol. II   Gilbertsville

 

Box 435

8-180 Effect of Freezing & Thawing   Vol. III   

8-180 Effect of Freezing & Thawing   -Vol. IV

8-181 Cofferdams For Use At Gilbertsville Dam ( May 1937)

8-182 Consultants Reports

8-183-A1 Advance Report No 1.  Cofferdam Model Studies Gilbertsville Project

8-183-A2 Advance Report No 2.  Cofferdam Model Studies - Gilbertsville Project

8-183-A3 Advance Report No 3.  Cofferdam Model Studies - Gilbertsville Project

8-184 Gilbertsville Lock

8-189 Steel Sheet Piling Test Shaft - Guntersville Dam Site

8-190 Moumenting & Coordination of H Range Gilbertsville Dam Site

8-192 Gilbertsville Project - Report on Consulting Engineers & Geologist  Nov. 1938

8-194 Dynamic Effect of Earthquake on Engineering Structures.

 

Box 436

8-197 Earthquakes in TN Valley - Gilbertsville Dam Region

8-200 Kentucky Project - Final Design Report  part

8-203-1 Photo-Elastic Model Studies- Gilbertsville Cofferdam Stresses         

8-207 Numerical List Gilbertsville Project Numbered Photographs  GL 1 – 200 

8-208-1 Advance Report No. 1. Lock Filling System - Gilbertsville

8-208-2 Advance Report No 2.  Lock Filling System Gilbertsville

8-208-3 Advance Report No 3.  Gilbertsville Lock Filling System

8-209 Economic Life & Major Reservoir Problems - Northern TN - Area

8-210 Answer to Specific Question Raised by Individual Departments - Concerning The Northern Tennessee Area

8-212 Report of Consultant’s Meeting of March 20-21, 1939

8-213 Contract TVA & Chicago & St. Louis & New Orleans RR & IL Central RR.

8-214 Earth Refrigeration as an Aid to Excavation of Deep Shaft

8-215 Water Condition In Caisson on Temporary Railroad Relocation

2-218 Gilbertsville Project  - Board Actions

 

Box 437

8-219-1 The Design of the Kentucky Dan Construction Plant - Part I Cofferdams

8-219-2 The Design of the Kentucky Dam Construction Plant Part II

8-220 Investigation of Quarries & Quarry Site

8-221 Gilbertsville Reservoir In Flood Control

8-222 Strength of Embankment Foundation - Gilbertsville Dam Site

8-222-S Strength of Embankment Foundation-Gilbertsville Dam Site - supplement

8-223 Geological Report  - Drilling Shannon Dam Site

8-224 Large Caterpillar Gate Studies - Gilbertsville Project

8-225 Gilbertsville Spillway   Hydraulic Jump on Sloping Apron - Preliminary Study

8-226 Flood Storage Comparison

8-227 Gilbertsville Project - Impervious Earth Cut-off to Rock Placed in Open Trench

8-228 Gilbertsville Project - Embankment Material Pervious Fill

8-229 Gilbertsville Reservoir - Slack water Release , Navigation vs. Power

8-230 Comparison of Cofferdam Layout

8-231 Preliminary Report - Clearing Line Gilbertsville Reservoir

8-232 Proposed Eagle Creek Watershed Study

8-235-1 Recapitulation of Core Loss Due To Cavities up to November 1, 1938

8-235-2 Recapitulation of Core Loss Due To Cavities up to January 1, 1939

8-236 Geological Summaries of Quarries Description of Samples, Gilbertsville Project

8-237 Gilbertsville Project ( Published in Engineering News- Record 4-38)

8-238 Concrete Aggregate for Gilbertsville Dam

8-239 Economic Life & Some Major Reservoir Problems in Kentucky Portion of Gilbertsville Reservoir Area

8-245 Embankment - Material Available - Gilbertsville Project

8-246 Evaporation From Reservoir - Gilbertsville

8-247 Flood Storage Comparison

8-278 Cost of Operation - Large Hydro Unit - Gilbertsville Project

8-249 Comments on Advantages & Disadvantages of Gilbertsville Dam

8-250 Cost & Progress - Gilbertsville Drilling Operations 1936

 

Box 438

8-251 Gilbertsville Reservoir  - Reservoir Operation

8-252 Overburden Solidification for Foundations

8-253 Regulation of Peak Discharge from Gilbertsville Powerhouse-by # 51, 52, & 53.

8-254 Reservoir Operation In Relation To Small Floods

8-255 Net Storage Available

8-256 Venturi Tube Vs Stoney Gate Open Crest Spillway

8-257 Gilbertsville Duration Curves

8-258 Cost of Core Drilling Operations

8-259 Load Test

8-260 Pumping   (Outflow) Test  - Test Pit No. 7

8-261 Pumping    (Outflow) Test - Test Pit No. 9

8-262 Construction Camp & Village - Cost

8-263 Crest Gates For Gilbertsville Project

8-264 Flood Damage Estimate

8-265 Inflow Pumping Test   Boring B-L 38

8-266 Indications of Soil Porosities in Test Pits - before & After 1937 Flood

8-267 Aggregate Investigations for Gilbertsville Dam

8-268 Gilbertsville design

8-269 Housing Requirements for Gilbertsville Construction Camp

8-270 Data for Operating Study - Gilbertsville Project

8-271 Power Data - Supplementary  - Kentucky Project

8-272 Power Installation & Market

8-273 Comments on Reports of Soil Tests

8-274-1 Gilbertsville Reservoir- Appraisal of Vogel Quarry Track

8-274 Quantities of Limestone Available - Star Quarry Site

8-275 Possible Mineral Damages- Due to Flooding in Proposed Paducah Area

8-276 Probable Effect of Proposed Paducah Reservoir on Mining Operations

8-277 Examples of Spillway Gates

8-278 Probable Effect of Proposed Paducah Reservoir on Fluorspar Mining

8-279 Thickness of Residual Chert - Gilbertsville Dam site

8-280 Geological Report - Drilling on Dog Island Site

8-281 Geological Report on Drilling of Lower Smithland Dam Site

8-282 Gilbertsville Dam Site  - Analysis of Clayey Sediments

8-283 Electrical Resistivity Studies of Foundation Conditions in BL-14 Area

8-284 Effect of Gilbertsville Operation on Dam 52, Ohio River

8-285 Effect of Gilbertsville Power Operations - Dam 52

8-286 Geological Description of Test Pit # 12 - Gilbertsville Dam Site

8-287 Auger Borings in Test Pit #10 Area- Gilbertsville Dam Site

8-288 Protection For The Camden & Duck River Areas - Gilbertsville Reservoir

0000 Navigation Clearance - Gilbertsville Reservoir Area ( Commerce Series 26)

8-291 Gilbertsville Reservoir- Drainage District Affected

8-293-1 Advance Report No. 1.  Kentucky Spillway

8-293-2 Advance Report No 2.  Kentucky Spillway Model Tests

8-293-3 Advance Report No 3.  Kentucky Spillway Model Tests

8-293-4 Advance Report No 4.  Kentucky Spillway Model Tests

8-293-5 Advance Report No 5.  Kentucky Spillway Model Tests

8-293-6 Advance Report No 6.  Kentucky Spillway Model Tests

8-297 Effect on Gilbertsville Reservoir Lands - Elevation to 365

8-300-V-B&C Construction of Employee  Housing, Access Road & Other Facilities Preliminary to Dam Construction- Kentucky  part

 

Box 439

8-300-V-B&C Construction of Employee  Housing, Access Road & Other Facilities Preliminary to Dam Construction- Kentucky  cont.

8-300-V-1 Division & Care of Water Removal of Stage 1-B Cofferdam

8-300-V-2 Cofferdams & River Diversion At Kentucky Dam

8-300-V-3 Kentucky Dam Construction Plant

8-300-V-4 Construction of Stage 2 Cofferdam at Kentucky Dam     

8-300-V-5 Maintenance of Stage 2 Cofferdam at Kentucky Dam

 

Box 440

8-300-V-6 Temporary Facilities & Diversion of Care of Water   Vol. 1

8-300-V-7 Miscellaneous Facilities in Powerhouse & Spillway for Diversion & Care of Water at Kentucky Dam

8-300-V-8 Removal of Stage 2 Cofferdam at Kentucky Dam

8-300-V-9 Construction of Kentucky Dam Construction Plant Part 1 & 2

 

Box 441

8-300-V-10 Temporary Site Adjustment at Kentucky Dam

8-300-VII-1 Foundation Preparation & Treatment for Kentucky Dan Navigation Lock

8-300-VII-2 Form Work for Kentucky Dan Navigation Lock

8-300-VII-3 Joints, Seals & Joint Drains for Kentucky Dan Navigation Lock

8-300-VII-4 Reinforcing Steel For Kentucky Dam Navigation Lock

8-300-VII-5 Field Engineering Layout & Inspection for Navigation Lock

8-300-VII-6 Construction Maintenance & Removal of Earth Dikes- Stage 1-A Cofferdam

8-300-VII-7 Auxiliary Structures & Equipment for Navigation Lock

8-300-VII-8 Excavation & Backfill for Navigation Lock

8-300-VII-9 Final Geologic Report - Section 4-Powerhouse

8-300-VII-10 Final Geologic Report - Kentucky Dam Section 2 - Lock

 

Box 442

8-300-VII-11 Operating Installations for Navigation Lock

8-300-VII-12 Construction of Stage 1-B Cofferdam At Kentucky Dam

8-300-VII-13 Maintenance of Stage 1-B Cofferdam

8-300-VII-14 Operation Building For Kentucky Dan Navigation Lock

8-300-VII-15 Provisions for Future Auxiliary Lock

8-300-VII-16 Electrical Installations for Kentucky Dam - Navigation Lock

8-300-VII-17 Concrete for Kentucky Dam Navigation Lock

8-300-VII-18 Foundation Treatment for Kentucky Dam Power

8-300-VII-19 Powerhouse Structural Steel

8-300-VII-20 Powerhouse And Intake Joint Grouting

8-300-VII-21 Operation of the Quarry & Crushing Plant ( Account no H-1-DC-60)

8-300-VII-22 Powerhouse Elevator

8-300-VII-23 Excavation & Backfill for Kentucky Dam Powerhouse

 

Box 443

8-300-VII-24 Miscellaneous Steel & Iron - Spillway

8-300-VII-25 Production of River Sand & Gravel

8-800-VII-26 Geologic Report of Spillway & West Abutment Wall - Section 5

8-300-VII-27 Geologic Report of West Embankment - Section 6

8-300-VII-28 Dam Construction Activities of Kentucky Dam - Condensed Report

8-300-VII-29 Installation of Powerhouse Cranes

8-300-VII-30 Reinforcing Steel - Powerhouse & Intake

8-300-VII-31 Form work - Powerhouse, Intake and Spillway

8-300-VII-32 Joints, Seals, And Joint Drains for Kentucky Dam Powerhouse

8-300-VII-33 Powerhouse Superstructure & Control Building

8-300-VII-34 Powerhouse Piping, Service and Operating System at Kentucky Dam

8-300-VII-35 Miscellaneous Iron & Steel for Dam Powerhouse

8-300-VII-36 Electrical Installation, Powerhouse, Spillway, and Embankments

 

Box 444

8-300-VII-37 Powerhouse Railroad Spur Track

8-300-VII-38 Field Engineering Layout and Inspection for Dam Powerhouse

8-300-VII-39 Concrete For the Dam Powerhouse

8-300-VII-40 Installation of Turbines Nos 1, 2, 3, & 4, At Kentucky Dam

8-300-VII-41 Turbine Auxiliary Systems & Equipment

8-300-VII-42 Intake & Draft Tube Gates and Gate Guides

8-300-VII-43 Navigation Channel for Dam Navigation Lock

8-300-VII-44 Joint Grouting for Navigation Lock at Kentucky Dam

8-300-VII-45 Floating Guard Boom for Navigation Lock At Kentucky Dam

8-300-VII-46 Construction of Upper Miter Sill for Dam Navigation Lock

8-300-VII-47 Joint Grouting for Dam Spillway

8-300-VII-48 Foundation Preparation & Treatment - Dam Spillway & West Abutment Wall

8-300-VII-49 Excavation and Backfill for Kentucky Dam

8-300-VII-50 Concrete for Kentucky Dam Spillway Section & West Abutment Wall

8-300-VII-51 Joints and Seals for Kentucky Dam Spillway

8-300-VII-52 Spillway Piping for Kentucky Dam

8-300-VII-53 Field Layout and Inspection for Kentucky Dam Spillway

8-300-VII-54 Spillway Bridge Structural Steel at Kentucky Dam

8-300-VII-55 Spillway Gate Guides, Gates & Cranes at Kentucky Dam

 

Box 445

8-300-VII-56 Switchyard Grading & Landscaping at Kentucky Dam

8-300-VII-57 General Yard Improvements

8-300-VII-58 Permanent Relocation of Illinois Central Railroad

8-300-VII-59 Data on Paint Experiments - Kentucky Dam Soil Laboratory

8-300-VII-60 East Embankment of Kentucky Dam

8-300-VII-61 West Embankment - Kentucky Dam Rough Draft

 

Box 446

8-300-VII-62 Relation of Work of Hydraulic Data Branch to Construction & Operation

8-300-VIII-1 Kentucky Reservoir Clearance Project - Final Report

8-300-VIII-2 Construction of Wave Height Observation Tower - Final Report

8-300-VIII-3 Construction of Malaria Control Operating Base & Airplane Fields

8-300-VIII-4 Construction of Filling & Deepening Projects - Final Report

8-300-VIII-5 Construction of Backwater Protection Project - Final Report

8-300-VIII-6 Construction of Navigation Facility Project - Final Report

8-300-VIII-7 Construction of  Diking And Dewatering Projects

8-300-VIII-8 Complete Report - Relocation of Utilities   part

 

Box 447

8-300-VIII-8 Complete Report - Relocation of Utilities   cont.

8-300-VIII-9 Cemetery Relocation   Maps & Survey   part

 

Box 448 

8-300-VIII-9 Cemetery Relocation   Maps & Survey  cont

8-300-VIII-10 Surveying & Mapping

8-300-VIII-11 Land Purchase Control   (Part 1)

8-300-VIII-11 Land Purchase Control   ( Part 2)   {Name INDEX & Track No.}

8-300-IX -1 Construction Activities by Paris Office - Construction & Maintenance Lower Area of Kentucky Reservoir  part

 

Box 449

8-300-IX-1 Construction Activities by Paris Office - Construction & Maintenance Lower Area of Kentucky Reservoir   cont.

8-300-IX-2 Kentucky Reservoir - Final Cost Report

8-300-IX-3 Final Cost of Kentucky Project   part

 

Box 450

8-300-IX-3 Final Cost of Kentucky Project   part

8-300-IX-6 Other Site Improvements & Public-Use Facilities & Project H1-504-37-07

8-300-IX-7 Miscellaneous Plant & Equipment - Final Cost Access Road to Bridge- East Embankment Project H1-509-37-05

8-300-IX-8 Kentucky Dam, Cost of Test Shaft

8-304 Tests of Concrete For Gilbertsville Project

8-307 Report of Consulting Engineers & Geologists - July 24, 1939

8-310 Report on Gilbertsville Project-Earthquake Effect on Design

8-311 Preliminary Statement Concerning Flood-Affected Communities

8-314 Angle of Internal Friction Tests

8-315 Steam Flow & Power

8-316 Possible Markets for Energy

8-317 Preliminary Investigations for Aurora Dam

8-320 Kentucky Flood Control Operations

8-320 Flood Control Operations  oversize box 693

8-322 Effect on Kentucky Reservoir Lands of Limiting Reservoir Elevations To 365 - Rushing Creek Area

8-325 Effect on Kentucky Reservoir Lands of Limiting Reservoir - to 365

8-329 Advance Progress Report- Soil testing & Embankment Design

8-330 Earthquake Studies for Kentucky Dam (E.R.F. No. 8-330)

8-334 Information Obtained Form Test Shaft- Gilbertsville Dam Site

 

Box 451

8-336 Comparative Cost Estimates - Alternative Dam Schemes

8-364 Kentucky Project Conference No. 1

8-365 Concrete Aggregate For Gilbertsville Dam

8-366 Meeting With Gilbertsville Consultants to Paducah, Kentucky

8-367 Excerpts - Gilbertsville Operations & Elevations - Lawsuit Transcript

8-371 Preliminary Report- Hydraulic Jump on 6:1 Slope

8-397 Analysis of Community Readjustment Problems - Town of Big Sandy

8-400A The Kentucky Project   (Book - Technical Report No. 13)

8-400B Drawings for The Kentucky Project

8-404A Answers to Specific Questions Raised By Individual Departments Linden-Lexington TN  Area

8-405 Economic Life & Major Reservoir Problems - Linden-Lexington TN

 

Box  452

8-409 Gilbertsville Project - Summary Board Actions

8-410 Housing Requirements - Gilbertsville Construction Camp

8-411 Preliminary Shannon Estimates

8-412 Preliminary Design & Cost - Aurora & Shannon

8-413 Property Survey for Kentucky Reservoir Land Acquisition

8-416 Economic Life & Major Reservoir Problems - Southern TN

8-417 Answers to Specific Questions Raised By Individual Departments Concerning Southern TN                          

8-419 Effects of Kentucky Reservoir Upon Johnsonville, TN

8-420 Analysis of Readjustment Problem in Hustburg Plant Community

8-421 Statistical Data on Reservoir-Margin Families -Northern Portions

8-422 Notes Relative to Gilbertsville Operation

8-426 Report on Recording Gages at Gilbertsville

8-434 Report on Soil Tests & Embankment Design

8-435 Memorandum to Chief Designing Engineer-Switchyard Fill

8-436 Estimate of Field Cost for Gilbertsville Dam

8-437 Estimate of Cost for Gilbertsville Project

8-437-R Estimate of Filed Cost

8-438-1 Advance Report No. 1. - Kentucky Lock Guard Boom

8-439 Protection to the Big Sandy River Valley - from Backwater

8-440 Employee Housing - Kentucky Dam

8-440-S Supplemental Housing Survey-Kentucky Project

8-445 Engineering Study West Tennessee Area

8-447 The Exploration of Kentucky Dam

8-448 Gilbertsville Project-Comparison of Costs -Elevated vs. Bracketed Highway Bridge

8-449 Tests of Concrete for Gilbertsville Project

8-450 Report on Form Anchor Tests

8-452 Land Acquisition Policies

8-453 Analysis on Community Readjustment Problems, Eva, & Denver, TN

 

Box 453

8-455 Characteristic of Clay-Cement Grout

8-459 Analysis Community Readjustment - Springville, Danville, McKinnon,TN

8-460 Kentucky Project  (Article for Nashville Tennessee)

8-466 Kentucky Dam- Report on Curing Tests

8-467 Aggregate Hauling, Cofferdams, & Earth Excavation - Gilbertsville Dam

8-469 Wind Velocities at Cairo, Illinois

8-469-S Wind Velocities at Cairo, Ill (ASF-65)

8-474 Protection Works for Big Sandy, TN

8-475 Analysis - Community Readjustment Problem -Perryville, TN

8-479 Form-Stripping Study - Kentucky Project

8-480 Application of Earthquake Design - Structure on Kentucky Project

8-481 Dam Prototype Checks - Flood of Jan 1946 (ASF-336)

8-484 Consultant Reports on Flood Aspects of Gilbertsville Project

8-488 Investigation of West Borrow Area

8-490 Analysis -Social & Economic Conditions-Clifton & Saltillo,TN

8-491 Dog Island Project

8-492 Engineering News-Record Reprints & Dog Island Exhibits

8-943-6 Purchase Boundary Suggestion For Group VI Area

8-493-7 Purchase Boundary Suggestion - Group VII Area

8-502 Test of Absorbent Form Lining - Kentucky Dam

8-503 Statistical Study of Solution Cavities- Guntersville Dam

8-508 Preliminary Report-Protection of Special Areas in Kentucky Reservoir

8-516 Gilbertsville Dam Lock Location Tests

8-517 Relation of Tuscaloosa Formation of Western KY - to Pre-Existing Weathered Terrain

8-518 Stability Analyses of Spillway Dam

8-524 Results of Studies - Storage Fill Foundation, East Bank

8-528 Housing Kentucky Dam Workers

8-529 Protecting Railroad Bridge at Kentucky Dam

8-531 Use of Absorptive Wall Boards for Concrete Forms

8-532 Surveying & Monumenting Axis & Reference Base Line

8-535 Kentucky Project - Spillway Foundation

8-536 Deep Bedrock Solution by Ground Water

8-537 Pre-Pleistocene Initiation of Deep Solution in The Lower TN Valley

8-538 Recreation in the Gilbertsville Area

8-539 Big Sandy River Water Analysis

8-540 Post-Appalachian Faulting In Western Kentucky

8-541-1 Advance Report No. 1.  Kentucky Intake Gate Model Tests

8-542 Cofferdam Design - Kentucky Dam

 

Box 454

8-543 Construction of Large Cellular Cofferdam - Kentucky Dam

8-544 Minutes of Conference on Kentucky Reservoir - Sept 24, 1941

8-547 Diking Projects- Kentucky Reservoir

8-548 An Unusual Occurrence of Limonite

8-551 Analysis of Flood Control Operations - May 1940

8-552 Information & Data Consolidation Grouting -CHICKAMAUGA  DAM -

          Prepared for Consultant’s Meeting at Kentucky Dam

8-553 Foundation Cut-Off In Deep Solution Channel

8-554 Abandoned Brown Iron Ore Pits & Mines in Kentucky Reservoir

8-555 Preliminary Recommendations for Housing at Gilbertsville Damsite

5-556 Navigation Facility Projects - Kentucky Reservoir - Area I

8-557 Navigation Facility Project - Kentucky Reservoir- Area II

8-558 Operating Instructions for Kentucky Dam and Powerhouse-Draft Tube

8-559 Operating Instruction- Kentucky Dam & Powerhouse - Oil Systems

8-560 Operating Instruction - Kentucky Dam & Powerhouse - Precautionary Measures

          During Periods of High Flood

8-561 Emergency Forest Fire Control Plan

8-562 Backwater Protection & Dewatering Project – March – July 1943   

 

Box 455

8-562 Backwater Protection & Dewatering Project  Aug.  - 1945

8-563 Navigation Facility Projects Kentucky Reservoir Area III

8-564 Geology of West Abutment of Kentucky Dam

 

Box 456

8-565 Final Geologic Report - Kentucky Dam East Embankment

8-566 Report on Geology of Gilbertsville at Birmingham Dam Sites

8-567 Oil static Transmission System Installation Report Units 2 & 3

8-568 Deep Solution Channel Kentucky Dam

8-569 Project 8-202 Kentucky Reservoir

8-570 Deep Solution Channel in Western Kentucky

8-571 Cement - Sand - Bentonite Grout Mixes

8-572 Operating Instruction Kentucky Dam & Powerhouse Compressed-Air

8-573-1 Index Test Conducted on Unit No 3. Kentucky Dam

8-574 Description - Design & Construction of Eggners Ferry Bridge

8-575 Electrical Features at Kentucky Project

8-576 Turbines-Governors, Mechanical Auxiliaries at Kentucky Project

8-577 Geology of Sulfur Well, Henry County TN

8-578 Specifications-Marginal Clearing - Drainage for Malaria Control

8-579 Calculation of earthquake effects on proposed Gilbertsville Dam

8-580 Gilbertsville Dam - Lower Tennessee Project Memo

8-581 Kentucky Dam in the Tennessee River (article April 12, 1946 Engineering)

8-582 Windstorm of May 9, 1945,  Kentucky Reservoir

8-583 Operating Instructions for Dewatering Stations

8-584 Construction Specification # KM-709

8-585 Operating Instruction - Kentucky Dam & Powerhouse Switchgear & Equipment

8-586 Reforestation for Protection of Highways 1941-42 Planting Season

8-587-1 Reforestation for Protection of Highway 1942-43 Season

8-587-2 Reforestation for Protection of Highway 1943-44 Season

8-587-3 Reforestation for Protection of Highway 1944-45 Season

8-588 Planning Report - Kentucky Dam Reservation

8-589 Appraisal Mineral Rights  oversize box 693

8-590 Instructions for Inspection of Possible Leakage in Cells - Floating Guard Boom

8-591 Instructions for Lubricating Mooring Arrangements - Floating Guard Boom

8-592 Instruction - operating Spillway Gates, Intake Gates

8-593 Lower Mississippian Rocks - Kentucky Dam & Reservoir

8-594 Chronological Index for Kentucky Dam Movie Film

8-595 Timber Landings Kentucky Reservoir

8-596 Gilbertsville Cofferdams

8-597 Kentucky Dam Drawings Index - Field Office Construction Plant Drawings

5-598 Tennessee Valley Authority Moves a Bridge

 

Box 457

8-599 Spillway Discharge Tables

8-600 Raising Railway Bridge over Tennessee River ( article Nov 15, 1946 Engineering)

8-601 Gilbertsville Project Pool Level & Site Studies July 15, 1937

8-602 Initial Operation of Generator No 5

8-603 Highway Bridge Across Kentucky Dam

8-604 Health & Safety Department- Malaria Control Program

8-605 Dog Island Project Data

8-606 Oilostatic Transmission System - Installation Report Unit #4

8-607 Unit No 1.  CO2 Concentration Test

8-608 Electrical Operation of Governor Control For Unit No. 1

8-609 Prototype Observations at Kentucky Dam 

8-610 Index Tests Conducted on Units 1,2,3, & 4 at Kentucky Dam

8-611 Design Assumption - Earth Pressure during Earthquake on Retaining Walls

8-612 Freezing & Thawing Test Data on Aggregates

8-613 Progress Report or Test Results - Gilbertsville Aggregate

8-614 Progress Report No 2.  Paducah Project - Lower Gilbertsville Site - Soil Tests

8-615 Progress Report No 1./ Paducah Project Foundation Soil Tests

8-616 Geology of Gilbertsville Dam Site

8-617 Geological Conditions - Ridge of West Gilbertsville Dam Site

8-618 Gilbertsville Reservoir-Flood Control Unit for Lower Ohio & MS Rivers

 

Box 458

8-619 Preliminary Investigations - Kentucky Project

8-620 Freezing-Thawing and Compressive Strength - Cements & Fine Aggregates

8-621 Seepage Analysis- West Embankment Foundation

8-623 Effects of Flooding on Woody Plants - West Sandy Dewatering Projects

8-624 Article on Kentucky Dam for publication in Manufacturers Record

8-625 Observations on Water Table Below Kentucky Dam (ASF-722)

8-626 Size of Kentucky Reservoir

8-627 Kentucky Dam Gallery Drainage-

8-628 Water Table Below Kentucky Dam

8-629 Review of Reservoir Properties to Determine Surplus Land (tracks listed)

8-630 Data For Operating Study Gilbertsville Project

8-631 Design  Specifications for Spillway & West Abutment

 

Box 459

8-632 River Channel Improvements  - Upper Kentucky Reservoir Photographs

8-633 River Channel Improvements - Below Pickwick Landing - Contract Exhibit

 

WATTS BAR  (9)

 

9-1 Daily Progress Report 1939 - 1941

 

Box 460

9-1 Daily Progress Report  1941 - 1944

9-2 Monthly Progress Report  May  1939

9-3 Construction Progress report  1940

9-2 Construction Progress Report  9-2-1941

9-2 Monthly Progress Report  1942

Box 461

9-2 Monthly Progress Report  1943- 1944

9-2 Monthly Progress Report  1948

9-3 Watts Bar Project  1941

9-4 Preliminary Findings of Social &Economic Effects

9-5 Foundation Exploration  June 10, 1936

9-6 A Brief  in Support of Whites Creek Dam

9-7 Hydraulic Model Tests Upper Chickamauga Pool Navigation Experiment 1937

9-7-0 Navigation Lock Experiment – Upper Chickamauga Pool

9-7-00 Navigation Lock Experiment Upper Watts Bar

9-8 Test of Aggregate

9-8 Tennessee River Aggregate Survey  Report  

9-9 Location, Description & Justification of Project

9-10 Status of Proposed White Creek

9-11 Summary of Principal Features

9-12 Storage Required for Crest Reduction at Watts Bar

9-13 Pool Elevations Recommended Sept 1936

9-14 Foundation Explorations

9-15 Inspection of Drilling

9-16 Selection of Generating Units

9-17 Comparison of Watts Bar, Fontana & Mossy Creek

9-18 Dam Site Drilling

9-19 Choice of Site for the Watts Bar Dam

9-20 Analyses of Water Samples From Rhea Springs & Piney River

9-21 Ground Water Studies  July 1938

9-22 Alternative Plans of Development

9-23 High Water Mark Report 

9-24 Wilson- Norris Line  White Creek Dam Site

9-25 Report of Consultants’ Meeting  Dec 1, 1938

9-27 Comparative Cost Estimates for Four Layouts of Power House & Switchyard

9-28 Laboratory Test on Hydraulic Model

9-29 Report of Consulting Geologists

 

Box 462

9-30 Navigation Model Study

9-30 Advance Report Navigation Model Study

9-31 Advance Report  Dam Soil Tests

9-31-A Soil Test on Material in Watts Island

9-31-B Soil Tests on Material in Watts Island & East Side of Lock  part 1

9-32 Final Report on Geophysical Work at Dike Location  Part 1 & 2

9-33 Numerical List   Numbered Photographs  1-16

9-34 Stability Analyses of Watts Bar Dam

9-35 Report of Consultants Meeting March 1939

9-38 Geology of Watts Bar Dam Site

9-39 Outline of Power Investigations

9-40 Watts Bar Lock Filling System

9-40 Navigation Lock Studies Emptying System

9-43 Comparative Report  High Dam – vs Low Dam

9-46-1 Progress Report of Test Results on Proposed Concrete Aggregates

9-49 Spillway Summary of Model Tests 

 

Box 463

9-50 Geology of Watts Bar Dam Site

9-52 Backwater Protection

9-55 Watts Bar Operation

9-61 Consulting Engineers & Geologists Meeting July 1939

9-66 Outline Procedures  Water Tables

9-75 Geology of Kingston Water Supply

9-75 A Proposed Dike Near Watts Bar – Geology of Kingston Water Supply

9-85 Economic Life & Some Major Reservoir Problems in Spring City  

9-85A Economic Life & Some Major Reservoir Problems in Spring City  Map

9-86 Answers Concerning the Spring City Portion

9-87 Proposed Backwater Adjustments   Rockwood , TN

9-87S Proposed Backwater Adjustments   Rockwood , TN  Supplement

9-89 Highway Reconnaissance Report  

9-89-1 Highway Reconnaissance Report  Area # 1

9-89-2 Highway Reconnaissance Report    Area # 2

9-93 Preparation of the Shale Foundation in the Lock Area

9-94 Construction Engineering Features

9-95 Clarity & Temperature of Reservoir

9-96 Ground Water Studies  Progress Report

9-100 Watts Bar Project on the Tennessee River

 

Box  464

9-107 Statistical Data on Reservoir- Margin Families

9-108 Economic Life & Some Major Reservoir Problems

9-109 Answers of Specific Questions Raised by Departments

9-114 Drilling & Water Pressure Tests  

9-115 Soil Tests & Stability Analyses Earth Embankment

9-116 Summary  Time Study  Freight Haul Via Southern R.R. 

9-117 Tests of Shearing Resistance on Fissile Shale Foundation

9-122 Surveying & Monumenting of Axis & Reference Base Line

9-129 Field Tests of Shale Foundation

9-130 Relocation of Decatur – Kingston Road

9-130-2 Relocation of Decatur-Kingston Road 

9-132 Backwater Stages in Reservoir

9-133 Load Bearing Test  - Red Fissile Shale

9-134 Status of Construction Work – April 1941

9-134-1 Interim Report of Construction Program & Recent Geologic Investigation

9-134-2 Report- Consultants Construction Operations & Geologic Investigations Jan 1940

9-134-3 Report- Consultants Construction Operations & Geologic Investigations April  1940 

9-134-4 Report- Consultants Construction Operations & Geologic Investigations June  1940

 

Box 465

9-134-5 Report- Consultants Construction Operations &  Geologic Investigations Dec 1940

9-140 Proposed Backwater System Harriman TN

9-143 Status of Procurements of June 1, 1940

9-144 Answers to Questions – Group IV Loudon Portion of Reservoir

9-151 Watts Bar Statistics

9-154-#7 Backwater Readjustment at Kingston TN

9-158 Steam Plant Studies

9-159 Proposed Backwater Adjustments- Sanitary Sewerage System   

9-165-3 Purchase Boundary Suggestions for Group III Area

9-165-4 Purchase Boundary Suggestions for Group IV Area

9-166-1 Backwater Protection Daily Progress Report      July – Dec 1941  

 

Box 466

9-166-1 Backwater Protection, Daily Progress Report  Harriman, TN  1940 - 1941

9-166-1 Backwater Protection, Kingston TN  1941

9-166-1 Backwater Protection, Rockwood TN  Daily Progress Reports

 

Box 467

9-166-1 Backwater Protection Harriman TN  1940-1941

9-166-2 Backwater Protection  Kingston  &  Harriman

9-166-2 Backwater Protection Rockwood  TN  July 1940 – June 1941

9-166-3 Construction Progress Report Backwater Protection  July – Dec 1941

9-177 Remarks to Engineering Association of Nashville  Oct 1940

9-182 Consultants Report  May 1938        

9-182 Consultants Report  Dec. 1938

9-182 Consultants Report  Sept. 1940

9-182-1 Report of Consulting Engineers & Geologists Meeting July 1939

9-187 Test Results of Proposed Concrete Aggregate 

9-191 Silt in Water Lubricated Turbine Guide Bearings

9-199 Safety Bulletins  1941 - 1942

9-200 Final Design Report

9-211 Watts Bar Backwater Adjustments Roane County 

9-213 Watts Bar Backwater Adjustments, Kingston TN

9-220 Watts Bar Dam

9-222 Notes on the Design of The Watts Bar Dam May 1941

9-223 American Society of Civil Engineers 

9-224 Map of Watts Bar Reservoir

9-225 Report of Acceptance Test on Turbines

9-226 Backwater Adjustments, Loudoun TN

9-227 Comparison of Alternate Basic Layouts

9-242 Hydro Plant

9-243 Watts Bar Work Rushed to Meet New Power  Needs

9-244 A Classic Anticline

9-245 Smith Hydraulic Turbines – Test Report

 

Box 467

9-247 Operating Instructions – Oil Systems & Oil Handling Equipment

9-248 Hydro Project Operating Instructions, Heating, Ventilating & Air Conditioning

9-249 The International Engineer

9-250 Exploration of Foundation for Powerhouse 

9-251 Operation of Switch Gear & Control Equipment

9-252 Apron Performance & Wave Heights

9-253 Spillway Gate Operation Schedule

9-254 Site Investigation Vol. 1

9-254 Site Investigation Vol. 2  in oversize 694

9-255 Summary of Quantities Sewerage Adjustments

9-256 Emory Iron Range

9-257 Field Engineering & Layout

9-258 Informal Report of Initial Operation of Unit # 2

9-259 Construction Progress & Recent Geologic Investigations  June 1940

 

Box 468

9-260 Heat Engineering

9-261 LAND PURCHASE CONTROL  MAPS & TRACTS   

9-262 CEMETERY RELOCATION     

9-264 Survey & Mapping

9-265 Index Test Conducted on Units 1,2, & 3                                            

9-265 –2 Index Test Conducted on Units 4 & 5     

9-266 The Euchee Iron Range

9-267 Comparison of Chamblain Euchee & Rockwood- Cardiff

9-268 Appraisal of Mineral Rights       

9-269 Geology of Marginal Drainage

9-270 Architectural Report – Powerhouse

9-271 Architectural Report  Control Building

9-272 Architectural Report of Lock Operation Building  

 

Box 469

9-273 Character of Rome & Rutledge Formations

9-274 Influence & Its Relation to Harriman Pollution

9-275 Instruction for Operating Spillway Gates

9-276 Relation of Work of Hydraulic Division to Construction & Operation

9-277 Watts Bar Project Report  Navigation Preparation

9-278 Hydro Plant – Units 4 & 5

9-279 Fabrication- Erection – Stripping

9-280 Specifications for Marginal Clearing & Drainage for Malaria

9-281 Water Movements in Emory River Arm    

9-282 Digestor Liquor in Emory River Arm

9-284 Ground Water Table

9-285 Alternate Plans of Downstream Approach  to Lock

9-286 Report on Determination of Reservoir Clearing Line

9-287 Comments on Soil Test

9-288 Detail Specifications Sanitary Sewerage System, Harriman, TN

9-289 Estimates of Cost for Project

9-290 Construction Plans for Navigation Light Pile Structures

 

Box 470

9-291 Soil Engineering Report # 1

9-291-2 Soil Engineering Report # 2

9-292 Initial Operation of Unit # 3

9-293 Spillway Discharge Tables

9-294 Experiences with Density Currents in Emory River Arm

9-295 Design of Watts Bar Dam Bridge

9-296 Speech Design of Watts Bar Bridge

9-297 Data on Bridge Across Dam

9-298 Review of Reservoir Properties to Determine Surplus Land

9-299 Brief Description – Field Trip 1961

9-300 Technical Report  Chapter V 

9-300-II Final Geologic Report  -  1942    

9-300-V- B&C Watts Bar Camp & Village Final Cost  June 1940

 

Box 471    

9-300-V-D1 First Stage Cofferdam Construction  Oct 1940

9-300-V-D2 Diversion & Care of Water      First Stage Cofferdam Maintenance 

9-300-V-D3 Aggregate Production  Sept  1942   

9-300-V-1 Second Stage Cofferdam Construction & Removal  1943

9-300-VII-B2 Common Exchange For First- Stage Construction   Aug  1940

9-300-VII-B3 Rock Excavation for Navigation Lock  Nov. 1940

9-300-VII-B4 Foundation Preparation & Treatment Dec. 1940

9-300-VII-B4-a Exploration of Foundation for Navigation Lock  Jan. 1941

9-300-VII-B6 Final Report – Construction Concreting

 

Box 472   

9-300-VII-B7 Second-Stage Concrete  June 1942

9-300-VII-B13 Auxiliary Structures & Equipment for Navigation Lock  Aug 1942 

9-300-VII-C4 Final Report Section III  Exploration of Foundation   

9-300-VII-D3-a Exploration of Foundation  East Embankment  Jan 1941 

9-300-VII-D13 Auxiliary Structures & Equipment for Navigation Lock

9-300-VII-F6 Switchyard Steel  Aug 1942

9-300-VII-1 Watts Bar Dam East Embankment

 

Box 473

9-300-VII-2 Exploration of Foundation for West Saddle Dam  May 1942

9-300-VII-3 Initial Installation of Hydraulic Turbines 

9-300-VII-4 Navigation Lock Formwork  Nov  1942

9-300-VII-5 Reinforcing Steel 

9-300-VII-6 Powerhouse Structural & Miscellaneous Steel  Nov 1942

9-300-VII-7 West Saddle Dike  July 1942

9-300-VII-8 Excavation & Foundations for Switchyard

9-300-VII-9 Yard Improvements  Dec 1942

 

Box 474

9-300-VII-10 Intake Gates, Trashracks, Draft Tube Gates & Appurtenances

9-300-VII-11 Second Stage Excavation Spillway & Powerhouse

9-300-VII-12 Lower Navigation Channel Improvement

9-300-VII-13 Spillway Formwork

9-300-VII-14 Control Building Structural & Miscellaneous Steel

9-300-VII-15 Spillway Closure

9-300-VII-16 River Bank Protection West Side  Jan 1943

9-300-VII-18 Spillway Structural & Misc. Steel

9-300-VII-19 Heating & Ventilating

9-300-VII-20 Spillway Expansion Joints, Stops & Waterproofing

9-300-VII-21 Operating Installations for Navigation Lock

9-300-VII-22 Foundation Preparation & Treatment of Powerhouse & Spillway

9-300-VII-23 Piping Installation  March 1943

9-300-VII-24 Installation of Spillway Gates & Appurtenances  March 1943  part

 

Box 475

9-300-VII-24 Installation of Spillway Gates & Appurtenances  March 1943  cont.

9-300-VII-25 Powerhouse & Intake Formwork   1943

9-300-VII-26 Navigation Lock Electrical Installations  1943

9-300-VII-27 Joints, Stops & Waterproofing for Navigation Locks  1942

9-300-VII-28 Erection of Cranes   1944       

9-300-VII-29 Completion of Units 4 & 5  Construction 

9-300-VII-30 Chapter V  Construction  

9-300-VII-31 Material for Technical Report  (Electrical)

 

Box 476

9-300-VII-32 Watts Bar Dam Construction Plant   

9-300-VIII-1 Backwater Protection  Rockwood TN  

9-300-VIII-2 Backwater Protection  Marina Dike – Long Hollow Creek      

9-300-VIII-3 Backwater Protection, Loudon, TN

9-300-VIII-3-5 Final Construction Report Backwater Protection Loudon, TN

9-300-VIII-4 Backwater Protection Harriman TN   

9-300-VIII-4-S Final Construction Report , Backwater Protection Harriman, TN

9-300-VIII-5 Backwater Protection, Kingston TN 

9-300-VIII-5-S Final Construction Backwater Protection Kingston, TN     

9-300-VIII-5-S2 Final Construction Backwater Protection Kingston, TN  additional

 

Box 477

9-300-VIII-8 Clearance Project  Final Report

9-300-VIII-9 Final Construction Report  Backwater Protection Kingston TN

9-300-VIII-10 Final Cost Report & Photos  Construction & Maintenance Division  

9-300-VIII-11 Utility Relocations   

9-300-IX–1 Final Cost Report  Watts Bar Reservoir  1942

9-300-IX-2 Final Engineers Quantity Estimate

 

Box 478

 

9-300-IX-3 Final Cost of Watts Project  

9-301 Quality of Water in Watts Bar  Reservoir

9-304 Spillway Hours of Operation & Discharge to 1961

 

Box 479

9-306 River Channel Improvement Photographs  

9-307 Design of Waste Heat Park

9-308 Draft Environmental Impact Statement waste Heat Park 

9-400 WATTS BAR PROJECT ( BOOK)    

9-400B Drawings – Watts Bar Project 

9-1001 Daily Progress Report   Jan 1941 – July 31, 1941

 

Box 480

9-1001 Daily Progress Report   August 1, 1941 –  Nov. 30, 1942

 

Box 481         

9-1001 Daily Progress Report  Dec 1, 1942 – June 30, 1945

 

Box 482

9-1002 Monthly Progress Report  # 1     1940-1945

9-1003 Annual Report for Fiscal Year 1941

9-1005 Boiler Feed Water Treatment  - Steam Plant

9-1007 Steam Stations  1940

9-1008 Design of Watts Bar Steam Plant

9-1011 Watts Bar Steam Plant

9-1012 Specifications for Piping & Appurtenances

9-1029 Steam Plant Planning for TVA

9-1040 POWER  July 1942  magazine

9-1048 Steam Plant Specifications Laying Brick, Stone, Glass Block

9-1054 Watts Bar Steam Plant  1941

9-1055 Watts Bar Steam Plant  by C.E. Nichols

9-1056 Water Borne Coal 

9-1057 Watts Bar Steam Plant Power Station

9-1060 Watts Bar Steam Plant by F. E. Bell  Article

9-1061 Watts Bar Steam Plant  Field Painting of Interior Structural Steel

9-1063 Watts Bar Steam Plant – Electrical Design

9-1086 TVA Watts Bar Steam Plant Article  from  Heating & Piping 

9-1087 Exploration & Geology of Foundation

9-1089 Interim Report on Cost of Energy

9-1091 Operating Instructions  - Oil Systems

9-1092 Operating Instructions  Powerhouse Precautionary Measures

9-1093 Operating Instructions Fuel Oil Systems

9-1094 Preliminary Report on Possible Uses for Slag From Furnaces

9-1096 Investigation of Possible Graphitization of Carbon-Molybdenum Piping

9-1097 Civil Engineering Features

 

Box 483

9-1098 The Watts Bar Steam Plant of TVA

9-1099 Performance of Watts Bar Steam Station of TVA

9-1100 Watts Bar Plant Studies 

9-1101 Discussion of Paper Performance of Watts Bar Steam Power Station

9-1102 Feedwater Heating Features

9-1103 Design Development – Structures of TVA

9-1104 Operation of Switchgear & Control Equipment

9-1106 Results Report # 50 electrostatic Fly –Ash Collector 

9-1134-1 Construction Operations Report for Board of Consultants

 9-1200 A.C. Bell Report   Final Design Report 

9-1200A #2 Planning & Design Report

9-1300 Final Construction Report

9-1300-I Material Used by A.C. Bell in Writing Construction Chapter  part

 

Box 484

9-1300-I Material Used by A.C. Bell in Writing Construction Chapter  cont.

9-1300-VII-1 Architectural Report of Plant Powerhouse

9-1300-IX-1 Final Engineers Quantity Estimate

9-1300-IX-2 Final Cost Report  Steam Plant A, B, C, & D  

9-1300-IX-3 Final Cost Report Plant installation of Electrostatic Precipitators

 

Box 485

9-1400-B#2 Drawings  for Steam Plant   

9-2000-300-VIII-1 Cemetery Relocation Completion Report

9-2004 Engineering Analysis of Rock Foundation

9-2005 Menard Pressuremeter Test Report – Nuclear Power Generating Station 

9-2007 Environmental Draft Statement Nuclear Plant Unit 1 & 2  

9-2007#1 Supplement & Additions to Draft Statement Unit 1 & 2

9-2007#1 Environmental Final Statement Nuclear Plant Unit 1 & 2   part

 

Box 486

9-2007#1 Environmental Final Statement Nuclear Plant Unit 1 & 2   cont.

9-2008 1&2 Base Slab Analysis for a TVA Nuclear Plant

9-2015 Excavations At 40RH6  Watts Bar Area  Rhea Co, TN

9-2020 Design of Proposed Heat Park

 

FORT LOUDOUN  (10)

10-1 Daily Report  July 8, 1940 -  June 30, 1942

 

Box 487

10-1 Daily Report July 1, 1942  - August 15, 1945

10-1 Daily Progress Report Unit 3&4  1947

10-2 Monthly Progress Report 

10-3 Yearly Construction Report    July 1940-June 30, 1943

10-7 Alternate Plans of Development for Coulter Shoals Project

 

Box 488

10-8 Social & Economic Effects for Coulter Shoals Project

10-10 Bibliography of Material – Coulter Shoals Project

10-11 Gravel Exploration Survey

10-14 High Water Mark Report

10-16 Consultants’ Meeting  March 24, 1939

10-16S Consultants’ Meeting Supplement

10-17 Feasibility of Rock Quarry Bar Site

10-18 Foundation Conditions At Dam Site

10-22 Consulting Engineers & Geologist Meeting  July 1939

10-23 Foundation Soil Tests Progress Report # 1  1938

10-32 Navigation Clearances of Tennessee River Bridges At Knoxville

10-35 Coulter Shoals Dam

10-36-1 Fort Loudoun Channel Model Studies

10-37 Fort Loudoun Spillway Model Tests

10-37-2 Fort Loudoun Spillway Model Test  Report #2

10-37-3 Fort Loudoun Spillway Model Test  Report #3

10-37-4 Fort Loudoun Spillway Model Test  Report #4

10-38 Developing Lower Little Tennessee River as Addition to Project 

10-39 Design of South Embankment  Sept. 1940

10-39S Design of South Embankment   Dec. 1940

10-40 Location, Description & Justification of the Project

10-41 Summary of Principal Features

10-42 Effects Upon Economic & Social File in Area

10-43 Test Results on Proposed Concrete Aggregate

10-44 The Tragic History of Old Fort Loudoun    

10-45 Safety News  1940 –1943     

10-46 Rock Core Form Lock Foundation

10-49 Highway Reconnaissance Report  1941

 

Box  489

10-50 Navigation at Mouth of Little Tennessee River

10-59 Purchase Boundary For Upper Reservoir Area

10-59A Purchase Boundary Up to Mile 627

10-59B Purchase Boundary Upstream from Mile 627

10-74 Estimate of Cost

10-75 Report on Highway Project # 10-4027

10-76 Stability Analyses of Spillway Dam

10-78 Construction Specification FLA-623  Finishing Cement Floors

10-79 Geology of Lenoir Island Dam Site

10-80 Preliminary Investigation of Marble in the Reservoir

10-81 Fort Loudoun Extension on the Little Tennessee River

10-82 Specifications FLA-635  Furring, Lathing Plastering & FLA-636  Setting Stone

10-83 Navigation Facility Projects

10-83A Navigation Facility Project

10-84 Monthly Progress Report  Backwater Protection June 1942-August 31, 1943

10-85 Final Construction Report  Backwater Protection 1944

10-85-1 Operating Instruction- Oil Systems & Oil Handling

10-87 Geology of Lock 

10-88 Results of Exploratory Diamond Drilling

10-89 Little River Harbor

10-90 Extension Report of Preliminary Investigations

10-91 Article for Manufacturer’s Record on Construction

10-92 River Terminal

10-93 Construction  Magazine

 

Box 490

10-95 Housing For Dam Operations Lenoir City

10-96 Model Turbine Tests  Contract 55170  

10-97 Instructions for Operating Spillway Gates

10-98 Operating Instructions – Switchgear & Control Equipment

10-99 Unit # 2 Procedure for Initial Tests & Operation

10-100 The Coulter Shoals Project on the Tennessee River  

10-102 Index Tests Conducted on Units #1, & 2

10-103 Ground Water & Drainage Observation Below Dam 

 

Box 491

10-105 Operating Instruction for Powerhouse Heating, Ventilating & Air Conditioning

10-106 Estimate of Cost of Raising

10-107 Status of Project Investigations

10-108 Cost Data for Coulter Shoals Project

10-109 Appraisal of Mineral Rights   

10-110 Fort Loudoun Gallery Drainage  

10-111 Blue Grass Sink – Water Level & Outlet Discharge Capacity

10-112 Foundation Treatment for Dam

10-114-1 Index of Small Photographs  (perhaps found in Administrative Service  Series)

10-114-2 Index of Large Photographs   S1-975  of 1191 images

10-115 Concrete Aggregate Recommendations

10-117 Evidence of Folding in Fault Plane, Loudoun County, TN

10-119 Index test Conducted on Units 3 & 4

10-120 Results of Bacteriological Studies  1944

10-121 Board of Consultants Meeting  Dec 1940

10-122 Review of Reservoir Properties – Surplus Land

10-123 Spillway Discharge Tables

 

Box 492

10-124 Quality of Water in Reservoir

10-126 River Channel Improvement Photographs 

10-134-1 Soil Laboratory Report

10-134-1#2 Soil Laboratory Report for Consultants

10-134-2 Geology Foundation Exploration Lock Area

10-134-3 Preliminary Investigation

10-134-4 Information for Board of Consultants   

10-182 Report of Consulting Geologists

10-182 Report of Consultants

10-182-1 Report of Consulting Engineers & Geologists

10-200 Final Design Report  

 

Box 493 

10-300-VII-3 Navigation Lock & Approaches  Construction    

10-300-VII-4 Turbine & Governor Installation 

10-300-VII-8 Technical Concrete Control Chapter VII-Section VI    

10-300-VII-9 Transmission Plant  Chapter VII-Section XIII                                   

10-300-VII-11 Powerhouse, Intake & Control   Chapter VII  Section XII Parts A - F  part

 

Box 494

10-300-VII-11 Powerhouse, Intake & Control   Chapter VII  Section XII Parts A - F  cont.

10-300-VII-15 List of Field Office Drawings

10-300-VII-16 Index of Small Photographs  Construction (perhaps in Admin Files)

10-300-VII-17 Navigation Lock, Electrical Installations  Chapter VII- Section VII

10-300-VII-18 Generator Erection & Initial Testing Unit #1 & # 2  Chapter VII Section XII

10-300-VII-19 Relation of Work Hydraulic Data Branch

10-300-VII-21 The Addition of Generating Units 3 & 4

10-300-VII-22 Addition of Generating Units 3 & 4

 

Box 495

10-300-VII-23 Turbine & Governor Installation    

10-300-VII-24 Generator Installation & Initial Operation Unit 3 & 4    

10-300-VII-25 Powerhouse Accessory Electrical Equipment

10-300-VIII-1 Backwater Protection, Knoxville TN  

10-300-VIII-2 Final Cost Report

10-300-VIII-3 Little River Harbor – Singleton, TN

10-300-VIII-4 Knoxville River Terminal

 

Box 496

10-300-VIII-5 Surveying & Mapping 

10-300-VIII-7 LAND PURCHASE CONTROL

10-300-IX-1 Final Cost report  Construction & Maintenance  1945 

10-300-IX-2 Final Construction Report Drilling & Grouting 

10-300-IX-4 Final Cost of Fort Loudoun Project  

10-300-IX-5 Final Cost of Fort Loudoun Project A, B,C,D,  Reports 1946  part

 

Box 497 

10-300-IX-5 Final Cost of Fort Loudoun Project A, B,C,D,  Reports 1946  cont.

10-300-IX-6 Site Improvements & Public Use Facilities  Project H9D

10-300-IX-7 Hydro Plant Additions Generating Units 3 & 4         

10-400A The Fort Loudoun Project  (book)

10-400B Drawings for Fort Loudoun Project 

 

Box 498

10A-100 The Tellico Project on the Little Tennessee River  - Preliminary Report 1961

 

HALES BAR DAM (11)

11-1 Daily Progress Report  Oct 1940  - Dec. 1941 & June 1944 – April 1948   

11-1 Status of Work August 1946

11-2 Monthly Progress Report  March 1, 1941 – August 30, 1949

11-3 Annual Report  1941

11-4 Resolution Requesting Officials to Correct Conditions in Chattanooga Creek Area

11-5 Chattanooga Creek

11-6 Pollution of Chattanooga Creek  1932

11-7 Asphalt Grouting Under Hales Bar – Articles 1905-1926

11-7-2 Asphalt Grouting Under Hales Bar Dam  Article   1926

11-8-1 Hales Bar Spillway Model Studies

11-9 Hales Bar Pool Navigation Improvement 

 

Box 499

11-10 Hales Bar Dam Improvements

11-11 Hydro Station Leakage Investigation 1930-1931 

11-12 Leakage Under Hales Bar  1921 

11-13 Hales Bar Leakage  1930 

11-14 Taintor Gates, Flashboards & Rack Changes

11-15 Damages Resulting From Navigation Improvements

11-16 Report on Foundations of Dam  1930

11-17 Chattanooga Drainage

11-18 Data Regarding Holes Drilled From Tunnel for Asphalt Grouting

11-19 Chattanooga Creek Studies

11-20 Sealing Crevices & Stopping The Flow of Water Under the Dam   1919

11-21 Present Condition & Possible Improvement    1929

11-22 The Hydraulic Plant of the Chattanooga & Tennessee River Power Co

11-23 Surface Geology of the Dam Area

11-24 Rock Grouting & Caisson Sinking

11-25 Highway Reconnaissance Report

11-26 Cutoff Trench

11-28 Location, Description & Justification of Project

11-29 The Engineering Record

11-30 Copy of memo from War Department 5245 Tennessee River 330   1937

11-31 Summary of Principal Features

11-32 Benefits to Hales Bar Dam

11-33 Possible Plans- 9 Foot Navigable Depth Below Chickamauga Dam 

11-34 Investigation of Hales Bar Project – Tennessee Electric Power Co     July 1938

11-35 Investigation of Hales Bar Project -   TEP Co.  Aug.  1938

11-36 Act Authorizing Construction of Lock & Dam

11-37 Core Drilling For Navigation Dam Near  Chattanooga

11-38 Approximate Location of Lock, Dam &Power Plant    1905

11-42 Pool Elevation as affected by Chickamauga Dam Regulation Floods

11-43-1 Hales Bar Navigation Studies  1940

11-45 Geologic Conditions Under Dam

 

Box 500

11-47 Grouting Test

11-48 Concrete Filled Calyx Drill Holes

11-49 Construction of Cutoff Trench Under Dam for Air Magazine

11-50 Construction of Cutoff Trench Under Dam

11-51 Leakage Connection at Dam

11-52 A Foundation Leakage Problem and Its Solution

11-53 Highway Reconnaissance

11-55 The Engineering Record

11-56 Geologic Conditions Beneath The Downstream River Lock Wall

11-57 Flowing Water in Underground Channels

11-58 Solutions of Limestone Beneath Hales Bar Dam

11-59  Hales Bar Flashboard Model Tests

11-60 An Interesting Mississippian Breccia

11-61 Leakage Correction 1940-1944   part

Box 501

11-61 Leakage Correction 1940-1944   cont.

11-62 Notes on Hales Bar Dam – Chattanooga TN River Power Co.

11-63 The Cavities At Hales Bar Dam

11-64 Multiple Grouting For Foundation

11-65 Net Annual Income  From Present Generating Equipment

11-66 Preliminary Report – Ultimate Capacity

11-67 Geology of Dam 

11-68 Foundation Investigation & Circulating Water Line

11-69 Appraisal of Mineral Rights  

11-70 The Foundation of Hales Bar Dam

11-71 Raising Hales Bar Dam

11-72 Summary of Studies for Additional Power Facilities

11-73 Rebuilding Hales Bar Dam

11-76 Seventy Foot Diameter Cofferdam Cells

11-77 Redevelopment of Hales Bar Project 

11-78 Hydraulic Model Studies  Navigation & Channel Improvement

11-79 Hydraulic Model Studies   Spillway Apron

11-80 Units 15 & 16  275 Ton Powerhouse Crane

11-81 Units 15 & 16 Load Test of Crane

 

Box 502

11-82 Breakdown  & Repair of Unit 16 Turbine

11-83 Index Test Conducted on Units 15 & 16

11-84 Operating Instructions for Power House, Offices & Assembly Room

11-85 Public Power  - Publication

11-86 Recent Additions & Improvements to  Hydroelectric Plant

11-87 Hydraulic Model Studies

11-88 Hydraulic Model Studies  Trash Boom

11-89 Plans for Pool Raising

11-91 Preliminary Geologic Investigations

11-92 Hydraulic Model Studies of Spillway Approach

11-93 Leakage Below Dam  1956 Measurements

11-94 Spillway Discharge Tables

11-95 Annual Energy from Present Generating Equipment

11-97 Leakage Abatement Program

11-98 Investigations & Studies  - Civil Design Branch 

11-99 Intake Studies

11-100 Proposed Improvements  

11-100S Proposed Improvements  Supplement

 

Box 503

11-101 River Channel Improvement Division    Photographs

11-102 Photographs of Reservoir Preparation

11-132 Appraisal of Mineral Rights in Cherokee Reservoir 

11-182 Experimental Work for Cutting off  Flow of Water Under Dam

11-300-V-1 Units 15 & 16 Cofferdams  

11-300-VII-1 Leakage Correction  1944    part

 

Box 504

11-300-VII-1 Leakage Correction  1944  cont.

11-300-VII-2 River Channel Improvement  - Final Report  

11-300-VII-3 Unit 15 & 16  Formwork   

11-300-VII-4 Improvements to Lock Operating Facilities

11-300-VII-5 Units 15 & 16  Construction Report   VOL. 1  

11-300-VII-5 Units 15 & 16  Construction Report  Vol. 2  

 

Box 505

11-300-VII-5 Units 15 & 16  Construction Report  Vol. 2   

11-300-VII-6 Initial Installation, Operation & Testing Units 15 & 16    

11-300-VII-7 Powerhouse Extension Units 15 & 16  

11-300-VII-8 Major Electrical Installations &  Switchyard   

11-300-VII-9 Betterments to Existing Plant Facilities  

 

Box 506

11-300-VII-10 Final Construction Report  Rebuilding of Hales Bar Dam 

11-300-VII-11 Mile 448  Final Dredge Report

11-300-VIII-1 Final Narrative Report- Pool Raising Reservoir Clearance

11-300-VIII-2 Pool Raising to 631’ Contour 

11-300-VIII-3 Backwater Protection Chattanooga Sewers 

11-300-VIII-4 LAND PURCHAS  CONTROL

11-300-VIII-5 Surveying & Mapping

11-300-IX-1 Final Cost of Foundation treatment

11-300-IX-2 Increasing Height of Hales Bar Dam  

11-300-IX-3 Modification of Chattanooga Sewers  - Final

11-300-IX-4 Public Safety Service & Visitors Building  Final Cost

11-300-IX-5 Floating Mooring Bitts  Final Report

11-300-IX-6 Navigation Channel Improvement

11-300-IX-7 Steam Plant Improvements

 

Box 507

11-300-IX-8 Hydro Plant Additions Generating Units 15 & 16    

 

CHEROKEE DAM   (12)

12-1 Daily Progress Report    August 1, 1940 – July 1942   

 

Box 508

12-2 Monthly Progress Report  July 1940 -   

12-3 Annual Report  -  1941

12-4 Geology of Cherokee Dam Site

12-5 Highway Reconnaissance Report

12-6 Flood Control Value

12-7-1 Spillway Model Studies Sluice Test  #1

12-7-2  Spillway Mode Studies  #2

12-7-3  Spillway Model Studies  # 3

12-10-1 Purchase Boundary Suggestions  - Group I Area

12-10-2 Purchase Boundary Suggestions  - Group II Area

12-10-3 Purchase Boundary Suggestions  - Group III & IV Area

12-11-1 Purchase Boundary Suggestions Group II

12-11S Embankment Design

12-12 Test of Rock- Foundation For Concrete Structures

12-12A Test on Shale Specimens From Foundation

12-13 Outline of Talk  to Knoxville Technical Society 1940

12-15 Economic Utilization of Storage Space

12-16 Design Instruction for Spillway & Concrete Bulkhead Sections

12-20 TVA Defense Link 

12-21 Test Results on Concrete Aggregate

12-35 Talk Given January 21, 1941

12-35 Stability Analyses of Dam

12-38 Surveying & Monumenting of Axis & Reference Base Lines

12-46 Exploration Drilling to Determine Effectiveness of Grouting  part

 

Box 509

12-46 Exploration Drilling to Determine Effectiveness of Grouting  cont.

12-56 Concrete Forms Powerhouse & Adjacent Structures – CHA-598

12-57 Failure of Clyde Cranes At Cherokee Dam  1941

12-59 Cherokee Backwater Adjustments, Rogersvillle TN

12-59 Index Test Conducted on Turbine & Generator

12-60 Cherokee Backwater Adjustments, Morristown, TN

12-62 Sewage Disposal Plant & Pumping Station, Jefferson City, TN

12-65 Cherokee Dam Safety Bulletins

12-83 The Nolichucky Formation at Cherokee Dam

12-86 Geology of Cherokee Dam

12-87 Talk Presented at Chapel Carson-Newman College

12-88 Proposed Paper for Fall Meeting ASCE

12-89 Construction & Engineering Phases of Dam

12-90 Progress Report – Crack Study

12-91 Operating Instructions – Oil Systems

12-92 Operating Instructions – Draft Tube & Scroll Case Unwatering

12-93 Operating Instructions- Precautionary Measure During  High Flood

12-94 Operation of Switch gear & Control Equipment

12-95 Operating Instructions – Heating, Ventilating & Air

12-96 Precise Alignment of & Leveling Surveys

12-97 Instructions for Operating Spillway Gates

12-99 Crushing Strength of Concrete Test Cylinders

12-100 The Cherokee Project on Holston River – Preliminary Report

12-100 The Cherokee Project on Holston River –  Report

12-102 General Drawings

12-103 Construction Progress & Recent Geology Investigations

12-104 Movements of Blocks 2, 36, & 37  Summary of Filed Data

 

Box 510

12-105 Utility Relocations  

12-106 Surveys & Mapping

12-107 LAND PURCHASE CONTROL  

12-108 CEMETERY RELOCATIONS   

12-109 Complaint for Damages to Wells from Impoundment

12-111 Investigations of South Embankment

12-112 Study of Operation of Reservoir

12-115 Failure of 11-Ton Swivel Hook Clyde Crane  # 12

 

Box 511

12-116 Failure of Top Pin for “A” Frame

12-117 Failure of 11 Ton Swivel Hook Clyde Crane # 13

12-118 Hauling Equipment – Weights & Volume Check Tests

12-119 Equipment Loading    Jan. 1941

12-120 Engineers Daily Report    ( July 1941 – March 5, 1942 )

12-121 Daily Reports – Reservoir Storage    

12-122 Concrete at Dam

 

Box 512

12-123 Tide Water Travel Through Reservoir

12-124 Sand-Blanket Horizontal

12-125 Springs & Runs & Tributary Investigations

12-126 Preliminary Investigations  Rough Draft  

11-132 Appraisal of Mineral Rights in Cherokee Reservoir   Box 503 Hales Bar

12-134-1 #1 Soil Laboratory Report for Consultants

12-134-2 #1 Advance Information, Prepared for Board of Consultants

12-134-3 Report of Construction Progress & Recent Geologic Investigations Sept 1940

12-134-4 Report of Construction Progress & Recent Geologic Investigations  Dec 1940

12-135 Field Erection of Cherokee Dam Turbines

12-137 Procedure & Sequence for Initial Operation Power Generating Units 2-4

12-138 Final Cost Analysis – Construction Activities

12-139 Drainage & Uplift Pressure Measurements

12-140 Retaining Wall Settlement & Block Deflection

 

Box 513

12-141 Review of Reservoir Properties to Determine Surplus Land

12-143 Warning of Lake Water by Solar Radiation Absorption  - 1967 Study

12-144 Withdrawal Layer Study

12-148 Spillway & Sluice Discharge Tables

12-149 Construction Activities – Final Cost Analysis

12-182 Location & Design of Dam Embankment

12-182 Cherokee Dam  Sept  1940

12-182 Cherokee Dam  Feb 1941

12-200#2 Final Design Report

12-300-V-1 River Control – Final Report Vol. 1 Book 1 part

 

Box 514

12-300-V-1 River Control- Final Report Vol 1  Book 1  cont.   & Book 2

12-300-V-2 Final Report- Construction Roads

12-300-V-3 Construction Plant

12-300-V-4 Construction Camp & Public Safety Summary

12-300-V-5 Carload Shipments Received

 

Box 515

12-300-V-6 Sawmill Operations

12-300-V-7 Lumber Summary

12-300-V-8 Oil  &  Grease Analysis

12-300-V-9 Construction Plant

12-300-VII-A-1 Summary of Principal Quantities

12-300-VII-A-2 Cherokee Project Final Records

12-300-VII-1 Final Report- Penstock Installation

12-300-VII-2 Penstock Trashrack Structure

12-300-VII-3 Intake Gates & Guides

12-200-VII-4 Sluice Liners & Slide Gates

12-300-VII-5 Intake Hoist Equipment

12-300-VII-6 Special Abutment Construction

12-300-VII-7 Galleries & Shafts at Dam

12-300-VII-8 Reinforcing Steel at Dam

12-300-VII-9 Excavation at Dam

12-300-VII-10 Earth Fill at Dam

 

Box 516

12-300-VII-11 Powerhouse & Switchyard Construction

12-300-VII-12 Spillway Operating Bridge-Structural Steel

12-300-VII-13 Construction Force Analysis

12-300-VII-14 Field Engineering

12-300-VII-15 Spillway Sluice Tread works

12-300-VII-16 Rock Fill – at Dam

12-300-VII-17 Powerhouse Structural Steel

12-300-VII-18 Spillway Radial Gate Anchorage

12-300-VII-19 Slope Protection

12-300-VII-20 Sluice Gate Operating Equipment

 

Box 517

12-300-VII-21 Draft Tube Gates & Pier Nosings – Final Report

12-300-VII-22 Geology of Cherokee Dam, Final Report

12-300-VII-24 Cherokee Dam Unit Erection Turbines

12-200-VII-25 Generator Erection

12-300-VII-26 Formwork at Dam  part

 

Box 518

12-300-VII-26 Formwork At Dam  Cont.

12-300-VII-27 Switchyard at Cherokee Dam

12-300-VII-28 Generator at Cherokee Dam

12-300-VII-29 Switchboards at Dam

12-300-VII-30 Powerhouse Lighting & Heating

12-300-VII-31 Powerhouse Gantry Crane Test

12-300-VII-32 225-ton Powerhouse Crane

12-300-VII-33 Spillway Radial Gates & Operating Mechanics

12-300-VII-34 Joints, Seals, Drains & Hydrostatic Gages

12-300-VII-35 Pipe System Installations

12-300-VII-36 Powerhouse Interior Walls & Finishing

12-300-VII-37 Powerhouse & Control Building Roofs

12-300-VII-38 Channel Improvement

12-300-VII-39 Site Improvement

12-300-VII-40 Movements of Blocks 2, 36 & 37  Summary of Filed Information

12-300-VII-41 Dam & Powerhouse Construction General Summary

12-300-VII-42 Units 2 & 4 Final Report Hydraulic Turbines & Governors

12-300-VII-43 Units 2 & 4 Final Report – Generator Erection

 

Box 519

12-300-VIII-1 Clearance Project – Final report

12-300-VIII-2 Population Readjustment

12-300-VIII-3 Final Report – Backwater Protection

12-300-IX-1 Cherokee Dam Time Studies

12-300-IX-2 Reservoir Final Cost Report  Sept 1942

12-300-IX-3 Final Cost – Cherokee Project D Report

12-300-IX-4 Final Cost of Cherokee Project

12-300-IX-5 Final Cost of  Site Improvement – Project H13C

12-300-IX-6 Hydro Plant Generating Units 2 & 4 Cost

 

Box 520 

12-300-X-1 Specimen Forms, Final Report- Chapter X  Vol. K

12-300-X-2 Principal Construction Drawings

12-300-X-2 R1 Principal Construction Drawings  Dam  Division 4/15/43

12-300-X-3 Chronology of  Dam Construction

12-400A Technical Report # 7.  The Cherokee Project

12-400B Drawings for Cherokee Project Tech. Monograph # 60

APALACHIA        (13) 

13-1 Daily Progress Report – Apalachia Project Powerhouse

13-2 Daily Progress Report -Apalachia Dam  July 1941- June 1942

 

Box 521

13-2 Daily Progress Report  July 1942 – Jan 1944

13-3 Construction Progress Reports – Hiwassee Project

13-4 Construction Progress Reports  Apalachia

13-4-1  Spillway Model Studies

13-5 Purchase Boundary Suggestions for Apalachia Reservoir

13-6 Construction Specifications N APC-62

13-7-1  Dam Site Portal Daily Reports – Apalachia

13-7-2  Apalachia Daily Reports

 

Box 522

13-7-3  Turtletown Creek Daily Reports   Sept 13, 1941 – Sept 10, 1942 

13-7-4  McFarland Daily Reports     Oct 13, 1941  - July 4, 1942

13-7-5  Smith Creek Daily Reports   Nov 4, 1941 – June 27, 1942

 

Box 523

13-8 Hiwassee Project Safety Bulletin

13-8-1  Apalachia Daily Reports

13-8-2  Turtletown Creek Daily Reports

13-8-3  McFarland Daily Reports

13-8-4  Smith Creek Daily Reports

13-9 Hiwassee Project Safety Bulletin

13-10 Temperature of Water Apalachia Powerhouse

13-11 Tennessee Valley Engineer Vol 3 No 5

13-12 Job Classification of Construction Accounts, Apalachia

13-13 Operating Instructions for Apalachia Dam & Powerhouse

13-14 Operating Instructions for Draft Tube & Scroll Case Unwatering

13-15 Operating Instructions for Dam & Powerhouse Precautionary Measures

13-16 Operating Instructions for Dam House Heating & Ventilating

13-17 Operating Instructions for Apalachia & Powerhouse Switchgear

13-18 Operating Instructions for Water-Treatment Plant, Apalachia

13-19 List of Field Office Drawings, Apalachia Project

13-20 Instructions for Operating Spillway Gates, Intake Gates

13-21-1 Initial Operation of Unit # 1. Apalachia

13-21-2 Initial Operation Of Unit 2

13-22 Switchyard Grounding Tests

13-23 Soil Resistivity Tests

13-24 Index Test Conducted on Units 1 & 2

13-25 Concrete Plant Report

 

Box 524

13-26 Tunnel Plant Report

13-27 The 8 Mile Tunnel for Hydro Electric Project

13-28 Tunnel Friction Measurements

13-30 Lining the 8 Mile Tunnel

13-31 Friction Coefficients in Large Tunnel

13-32 Operating Instructions for Water Treatment Plant

13-33 Friction Measurements in Tunnel

13-33-1 Friction Measurements in 10-year old Tunnel

13-34 Decrease in Generating Capability Study Tunnel Inspection

13-35 Construction Specification # APM 826   Turbine

13-36 Advance Report on 1-Apalachia Tunnel Lining Studies

13-200-2 Apalachia Project Final Design Report

13-300-1 Construction of Apalachia Project  part

 

Box 525

13-300-1 Construction of Apalachia Project  cont.

13-300-V-1 Apalachia Project – Construction Plant

13-300-VII-1 Final Geologic Report

13-300-VII-2 Final Highway & Railroad Construction

13-300-VIII-1 Apalachia Reservoir – Final Cost

13-300-VIII-2 Land Purchase Control

13-300-IX-1 Final Cost Report – Operator’s Village Smith Creek

13-300-IX-2 Concrete & Tunnel Plant Reports

13-300-IX-3 Final Cost of Hiwassee Projects-Apalachia Project D Report   part

 

Box 526

13-300-IX-3 Final Cost of Hiwassee Projects – Apalachia Project D  cont.

13-300-IX-4 Final Cost Report Hiwassee Projects-Apalachia Project  A,  B, C, & D

13-400-B-1 Drawings for The Apalachia Project Technical Monograph # 57

 

Box 527

CHATUGE

14-1 Daily Progress Reports  July 29, 1941 -

14-2 Construction Progress Reports

14-5-1 Hydraulic Model Studies Report # 1

14-5-2 Hydraulic Model Studies Report #2

14-8 Report on Surveying & Monumenting of Axis & Reference Base Line

14-9 Job Classification of Construction Accounts

14-10 Instructions for Operating Spillway Flashboards

14-11 The Geology of Chatuge Dam

14-12 Stream Flow – Hiwassee River at Chatuge Dam

14-14 Appraisal of Mineral Rights  part.

 

Box 528

14-14 Appraisal of Mineral Rights  cont.

14-15-1 Sluice Discharge Tables  Nov 1947

14-16 Pore Pressure readings

14-17 Proposed Installation Of Powerhouse Facilities

14-19 The Geology of Chatuge

14-21 Index Test Conducted on Generating Unit

14-23 Main Embankment Seepage-Additional Investigation

14-24 Photographs of Sluice Outlet Showing Damage to Structure

14-25 Observations on Seepage During 1947-1951 (ASF-461)

14-26 Procedure & Sequence for Initial Operation Power Generating Unit

14-100-1 The Chatuge Project on the Hiwassee River

14-134-1 Main Embankment Seepage, Information for Consultant

14-182 Main Embankment Seepage

14-200 Design of Chatuge Project

 

Box 529

14-300-1 Construction of Project

14-300-5-1 Construction Report III – Construction Plant & Concrete

14-300-7-1 Final Report- Highway Construction

14-300-7-2 Construction Report II, Generator Erection

14-300-7-3 Construction Installation & Initial Operation Hydraulic Turbine

14-300-7-4 Construction No. IV  Powerhouse & Transformer Yard

14-300-8-1 Final Cost Report

14-300-8-2 Completion Report Utility Relocation

 

Box 530

14-300-VIII-3 Land Purchase Control

14-300-IX-1 Final Cost of Hiwassee Projects Dam Cost Report-Chatuge

14-300-IX-2 Final Cost of Projects Chatuge A,B, C, & D

14-300-IX-3 Hydro Plant Additions Generating Unit 1

 

NOTTELY DAM (15)

 

15-1 Daily Progress Reports

 

Box 531

15-2 Construction Progress Reports

15-4-1  Advance Report 1- Spillways Model Studies

15-4-2  Advance Report 2  Spillway Model Studies

15-5 Report on Project by Highway & railroad Division

15-6 Report on Establishment of Axis & Reference Monuments

15-7 Job Classification of Construction Accounts

15-8 Advance Report 1 – Prototype Checks

15-9 Results of Resistivity Measurements at Thompson Dam Site

15-10 Proposed Nottely Project

15-11 Operating Instructions

15-12 Stream Flow- Nottely River

15-13 Appraisal – Mineral Rights

15-14 Appraisal – River Plant of Southern States Power Co.

15-15 Sluice Discharge Tables

15-16 Geology of Dam

15-17 Comparative Estimate of Cost Schemes B & C

15-18 Estimate of Cost – Power Plant, Transmission Plant & Transmission Line

15-19 Proposed Installation of Power Facilities

15-24 Index test Conducted on Nottely Generating Unit

15-25 Hydraulic Model Tests of Howell Bunger valve Discharge

15-26 Estimate of Cost-Scheme A Power Plant

15-100 Preliminary Costs

15-182 Nottely Dam Site

 

Box 532

15-300 Construction of Nottely Project

15-300-VII-1 Final Report Highway Construction

15-300-VII-2 Nottely Project 

15-300-VII-3 Installation & Operation of Hydraulic Turbine & Governor

15-300-VII-4 Generator Installation & Initial Operation

15-300-VII-5 Construction Plant & Concrete

15-300-VII-6 Powerhouse & Switchyard

 

Box 533

15-300-VIII-1 Reservoir- Final Cost Report

15-300-VIII-2 Land Purchase Control

15-300-VIII-3 Utility Relocation

15-300-IX-1 Final Cost of Hiwassee Project “D” – Cost Report Nottely

15-300-IX-2 Final Cost of Hiwassee Projects-Nottely A,B, C, & D

15-300-IX-3 Hydro Plant Additions Generating Unit

 

OCOEE  Dam #3  (16)

16-1 Daily Progress Reports  July 1, 1941 – April 20, 1942

 

Box 534

16-1 Daily Progress Reports  May 1, 1942 – Dec 14, 1943

16-2 Construction Progress Reports

16-4-1  Advance Report #1 Ocoee 3 Spillway Model Studies

16-4-2  Advance Report # 2  Ocoee 3, Spillway Model Studies

16-5 Advance Report 1  Surge Tank

16-7 Temperature of Water in Powerhouse

16-8 Report on Project by Highway Railroad Division

16-9 Purchase Boundary Suggestions for Reservoir

16-10 Foundation Exploration & Geologic Studies

16-11 Job Classification of Construction Accounts

16-12 Operating Instructions for Powerhouse- Precaution Measures-High Flood

16-13 Operating Instructions – Powerhouse Oil Systems

16-14 Operating Instructions – Powerhouse Penstock, Scroll Case

16-17 Powerhouse Operating Instructions – Water Treatment Plant

16-18 Shipment of Drawings & Photographs

16-19 Index Test Conducted on Turbine & Generator

16-20 Ocoee #2  Grounding Tests

 

Box 535

16-21 Geologic Drawings – Ocoee #3

16-22 Soil Resistivity  & Ground Resistance Test

16-23 Treatment of Slate in Foundation

16-24 Instructions for Operating Spillway Gates, Intake Gates

16-24 Excavations & Testing Normandy Reservoir Salvage Project

16-26 Operating Instructions – Dam & Powerhouse Electrical Equipment

16-27 Draft Environmental Statement Rehabilitation of Ocoee # 2

16-27 Final  Environmental Statement Rehabilitation of Ocoee # 2

16-27 Appraisal of Mineral Rights

16-28 Rehabilitation of TVA Ocoee #1 

16-28 Supervisory Control of 30,000-KVS Hydro Plant by Bohner Maness

16-29 Ocoee # 3  Sluice & Spillway discharge Tables

16-31 Rehabilitation of Ocoee #1 Dam   Conference 1979

16-100 Planning Report Ocoee 1,2,3 & Power Plant Research

 

Box 536

16-200 Final Design Report

16-300 Construction Report # 3 Vol.1, & Vol. 2 part

 

Box 537

16-300 Construction Report Ocoee # 3  Vol. 2 cont. & Vol. 3

16-300-V-1 Ocoee # 3 Construction Plant

16-300-VII-1 Final Report Highway & Railroad Construction

16-300-VIII-1 Ocoee Reservoir Final Cost Report

16-300-VIII-2 Land Purchase Control

16-300-VIII-3 Utility Relocations – Reservoir

 

Box 538

16-300-IX-1 Final Cost of Hiwassee Project  Ocoee #3 D  Cost

16-300-IX-2 Final Cost Hiwassee Project Ocoee #3 A, B, C, D

16-400-B Drawings for the Ocoee # 3

 

FONTANA  (17)

17-1 Daily Progress Report  Feb 16, 1942 – Dec 31, 1942

 

Box 539

17-1 Daily Progress Report  Jan 1, 1943 -  Sept 4, 1946

17-2 Monthly Progress Report

17-4 Provisional Spillway Design on Little Tennessee River

 

Box 540

17-5 Tests on Foundation Rock

17-6 Report by Highway Railroad Division

17-7 Report on Alternative Embankment Design

17-8 Supplementary Report on Comparison of Modified Buttress

17-8A Comparative Cost Est. Gravity & Buttress –type Dams

17-8B Comparative Cost Est. Buttress & Gravity type Dams

17-8C Comparative Estimates on Gravity vs. Buttress

17-9 Studies for Alternate Structural Types

17-11 Brief Description of the Characteristics of the Region

17-12 Fontana Copper Mine

17-13 Report on Diamond Drill   Investigation         

17-14 Compression Test on Rock Core from Dam site

17-15 Report on Damsite

17-16 Geologic Conditions at Damsite

17-18 The Fontana Project of the TVA

17-19 Design of the Dam  for Stress Caused by Temperature Changes

17-20 The Tunnels at the Fontana Project

17-21 Highway Reconnaissance for Reservoir

 

Box 541

17-22 Tests on Concrete

17-25 Growth & Temperature Coefficients

17-26 Composition & Conditions for Fontana Aggregate

17-27 Monthly Aggregate Analysis

17-29 Relocation of the Southern Railway in Reservoir

17-30 Span River with Belt Conveyors for Dam Aggregates

17-32 Compressed Air on the Job at Fontana Dam

17-33 Summary of Tests on Concrete Aggregate

17-35 Refrigeration Aids in Construction of Fontana Dam

17-36 Tennessee Valley Engineer

17-37 Construction Spec. FC-695 for Elongation Procedure

17-38 Construction Spec. FC 667 for Concrete Placed in Powerhouse Substructure

17-39 Moving a Mountain to Build a Dam

17-40 Status of Construction as of 6/24/44

17-41 Operating Instructions Treated & Raw Water Systems

17-42 Operating Instructions  Powerhouse Unwatering, Filling & Drainage System

17-43 Operating Instructions for Powerhouse Precautionary Measure During High Flood

17-44 Operating Instructions for Dam & Powerhouse Oil Systems

17-45 Facilities at TVA’s Dam

17-46 A Wartime Project in Western North Carolina

17-47 Methods Use to Produce Concrete Aggregate for Dam

17-48 Procedure & Sequence for Initial Operation of Units 1 & 2

17-49 Condition & Behavior of Dam Show by Due Purpose Instruments

17-50 Discharge Ratings- 84 inch Howell Bunger Valve

17-51 Project Operating Instructions Switchgear & Control

17-52 Index Test Conducted on Units 1 & 2

17-53 Operating Instructions for Powerhouse Switchyard

17-54 Report on Precise Alignment & Leveling Surveys   5/45

17-54-S2 Supplement to Report on Alignment & Level Survey

17-54-S3 Precise Alignment & Level Surveys  6-7/61

17-55 Precise Alignment Surveys

17-56 Unusual Surveying- Dam Deflection Study

17-57 Spillway Energy Dissipator

17-58 Appraisal of Mineral Rights  part

 

Box 542

17-58 Appraisal of Mineral Rights cont. 

17-59 Spillway – Prototype Test & Comparison with Model

17-60 Talk with A.G. Peterka for ASCE Meeting

17-61 Construction of Spillways

17-62 Recreation

17-63 Symposium on Spillway Part I consideration in Design

17-64 Symposium on Spillway Operation of Model & Prototype

17-65 Operating Instructions for Sewage Treatment Plant, Fontana village

17-66 Spillway Tests

17-67 Choice of Structural

17-68 Asphalt Filling of Formed Drains

17-69 Agreement Between TVA & Aluminum Co. of America – Power Facilities

17-70 Operating Instructions for Visitors Building Heating, Ventilating

 

Box 543

17-71 Model & Prototype Comparison

17-72 Southern Railway Murphy Line Relocation

17-73 Geologic Conditions

17-74 Geology of Site

17-75 Comparison of Spillway Schemes

17-76 Report on Geology of Site

17-77 Warehouse Fire

17-78 Accident Report

17-80 Hydraulic Model Studies

17-81 Index Tests Conducted on Unit 3

17-83 Design Features of Dam for Publication

17-84 Construction of Dam for Publication

17-85 Transition for Low Level to High Level Trestle

17-86 Refrigeration in Dam Construction

17-87 Gallery Drainage  1947-1961

17-88 Quartzite for TVA by

17-89 Fontana Mine Swain County NC

17-91 Reservoir Field Data Part 1  Temperature & Flow

17-92 Reservoir- Determination of Withdrawal Layer Thickness

17-99 Cracking in Blocks 33, 34 & 35

17-100 Examination of Concrete Cores

17-101 Evaluation of the Transient Torque Piping

 

Box 544

17-102 Investigation of Single-Arch Dam Possibilities

17-103 Review of Design Proposed By Mr. McAlpine

17-104 Photographs. CM  Division

17-105 Discussion of Temperature Expansion & Dam Layout 

17-106 Analysis & Repair of Cracking in Dam

17-134-1 Visit of TVA Consulting Board 12/8/43

17-134-2 Cracking in Blocks 33, 34 & 35  Information for Consultants 7/20/73

17-134-3 Cracking In Blocks  33, 34 & 35 Information for Consultants 8/23/73

17-134-4 Cracking in Blocks 33, 34 & 35 Information for Consultants 2/5/74

17-134-5 Cracking In Blocks 33, 34, & 35 Information for Consultants 1/14/75

 

Box 545

17-134-6 Cracking in Blocks 33, 34 & 35 Information for Consultants 7/29/76

17-182 Report of Consultants Meeting 1-5 & 7-42

17-182-1 Cracking in Blocks 33, 34, & 35

17-182-3 Cracking in Blocks 33, 34, & 35

17-200 Final Design Report

17-200-1 Measurements of Structural Behavior at Dam

17-300 Final Report Construction

 

Box 546

17-300-V-1 Aggregate Plant & Operation

17-300-V-2 Construction Section II, Diversion & Care of Water

17-300-V-3 Construction Report XII Construction Camps & Village  

17-300-V-4 Construction Plant Vol. 1 & Vol. II

 

Box 547

17-300-VII-1 Construction Section VI Parts E & F – Instruments & Structural Behavior

17-300-VII-2 Construction Section V  Foundation Treatment

17-300-VII-3 Construction Report V, Section D, Contraction Joint Grouting

17-300-VII-4 Construction Section VI Part D Concrete Cooling

17-300-VII-5 Construction Section VI Part D Vol. 1, Concrete Cooling

 

Box 548

17-300-VII-5A Construction Section VI Part D Vol. II Concrete Cooling

17-300-VII-6 Construction Section IX Vol. 1  Hydraulic Turbines

17-300-VII-6A Construction Section IX Vol. II  Field Welding

 

Box 549

17-300-VII-6B Final Report Construction Section IX Vol. 3

17-300-VII-6C Final Report Construction Section IX Vol. IV

17-300-VII-7 Final Report Construction Section X Generator

17-300-VII-8 Final Report Construction Section III

 

Box 550

17-300-VII-9 Final Report Construction Section VIII Parts A, B, C, & D

17-300-VII-10 Final Report Section VII Permanent Spillway Structures

17-300-VI-11 Construction Report V- Section A Concrete Structure

17-300-VII-12 Final Report Section XIV, Powerhouse Electrical Equipment

17-300-VII-13 Final Report Construction Report V Section B & C

17-300-VII-14 Final Report Construction Report XI   Switchyard Installation

Box 551

17-300-VII-15 Final Geologic Report

17-300-VII-16 Final Construction Section XIII, Part C

17-300-VII-17 Final Report Construction Section XIII Part D

17-300-VII-18 Final Report Construction Section XIII, Part A 7& B

17-300-VII-19 Final Report Highway & Railroad  Construction

17-300-VII-20 Relations of Work Hydraulic Branch & Construction Operations

17-300-VII-21 Construction  Report 1  Unit 3 Hydraulic Turbine  part

 

Box 552

17-300-VII-21 Construction  Report 1  Unit 3 Hydraulic Turbine  cont.

17-300-VII-22 Construction Report Unit 3 Generator

17-300-VII-23 Unit 3 Construction Report 3

17-300-VIII-1 Clearance Project  Final Report

17-300-VIII-2 Cemetery Relocations

17-300-VIII-3 Surveying & Mapping

17-300-VIII-4 Land Purchase Control  part

 

Box 553

17-300-VIII-4 Land Purchase Control  cont.

17-300-VIII-5 Utility Relocations

17-300-IX-1 Access Road, Camp & Village

17-300-IX-2 Final Cost Report

17-300-IX-3 Final Cost of Project  part

 

Box 554

17-300-IX-3 Final Cost of Project cont.

17-300-IX-4 Aggregate & Concrete Plant Cost Report

17-300-IX-5 Final Cost Report  - Relocation Activities

17-300-IX-6 Cost Report Hydro Plant Additions Generating Plant 3

17-400A Fontana Project  (BOOK)Technical Report

17-400B Drawings for Project

 

Box 555

    SOUTH HOLSTON  (18)

18-1 Daily Progress Report  Feb 2, 1942 – June 1942

18-2 Project Construction Progress Report 1942 – 1943 & 1948 -1949

18-4 Geologic Report on South Holston Dam & Area

18-5 The South Holston Project on the South Fork of The Holston River

18-6 Preliminary Report

18-7 Highway Reconnaissance for Reservoir

18-9 Preliminary Report – Geology of the Project

18-11 Record of Work Done to Time of Suspension Oct 1942

18-12 Appraisal Rights

 

Box 556

18-13 South Holston

18-14 South Holston   1 am Quarry Blast

18-15 Durability Test of Concrete Aggregates Proposed for Dam 

18-16 Record Breaking Blast Provide Cheap Quarry

18-18 Friction Tests for Rock Fill

18-19 Vibration Study

18-20 Abstract – Geology & Foundation Treatment

18-21 Index Test Conducted on Generating Unit

18-22 Symposium - Surge Tank System

18-23 Symposium - Surge Tank System Model Prototype Comparisons

18-24 Symposium  - Surge Tank System Model Prototype Test Instrumentation

18-25 Symposium Basic Design & Operational Requirements

18-26 Design of Power Facilities

18-27 Coyote Blasting at Upper Holston

18-28 Powerhouse

18-29 Consolidated Report on Morning Glory Spillway

18-30 Howell Bunger Valve Discharge Tables

18-31 Tailrace Channel Head Loss Investigation

18-32 Tailrace Channel Head Recovery Investigation

18-33 Geology of South Holston

18-34 Hydraulic Design of Conduit & Speed Regulation

18-35 Power Conduit Report on Design Studies

18-36 Hydro Plant Governor test Westinghouse Generator

18-37 Buttress Type Dam for Riddle Creek Project

18-38 Photographs – C& U Division

18-100 The South Holston Project on the South Holston River

18-134 Report to The Consultants, Status of Project

18-182 Watauga, South Holston & Boone Projects

18-200 Final Design Report

18-300 Preliminary Report #12- Status of Construction Work

 

Box 557

18-300-V-1 Construction Plant Buildings  Preliminary Report # 1

18-300-V-2 Construction Plant Utilities, Preliminary Report # 3

18-300-V-3 Construction Roads & Bridges

18-300-V-4 Final Report – Construction Report VII Employee Housing

18-300-VII-1 Preliminary Report # 2 Foundation Treatment

18-300-VII-2 Preliminary Report # 3, Exploratory Drilling

18-300-VII-3 Preliminary Report # 7, Access Road

18-300-VII-4 Preliminary Report # 8 Field Engineering

18-300-VII-5 Preliminary Report # 9, Earth & Rock Fill Operations

18-300-VII-6 Preliminary Report # 10, Diversion Tunnel Spillway Excavation

18-300-VII-7 Preliminary Report 11 Diversion Tunnel & Spillway Concreting

18-300-VII-8 Preliminary Report # 12, Status of Construction Work

18-300-VII-9 Preliminary Report   6  Quarry Investigations

18-300-VII-10 Final Report , Construction Report 1 Generator Erection

18-300-VII-11 Final Report Construction Report II   Turbine & Governor

18-300-VII-12 Final Report Construction Report III, Switchyard Installation

 

Box 558

18-300-VII-13 Final Report Construction Report IV Water Conductors

18-300-VII-14 Final Report Construction Report V, Electrical

18-300-VII-15 Relation of Work Hydraulic Branch – Construction Operations

18-300-VII-16 Final Report Construction Report VI Main Embankments

18-300-VII-17 Final Report Construction Report IX Powerhouse

18-300-VII-18 Final Report Construction Report VIII

18-300-VII-19 Final Report Construction Report X

18-300-VII-20 Final Report Construction XI Concreting

18-300-VII-21 Final Report Construction Report XII  Site Improvement

18-300-VII-22 Construction Report XIV Construction

18-300-VIII-1 Preliminary Completion Report Utility Relocation

18-300-VIII-2 Land Purchase Control

 

Box 559

18-300-VIII-3 Cemetery Relocations

18-300-VIII-4 Final Report Construction Report XI Highway Relocation

18-300-VIII-5 Surveying & Mapping

18-300-IX-1 Final Cost

18-300-IX-2 Detailed Cost Analysis

 

Box 560

18-300-IX-3 Construction Activities

18-400-B Drawings for Project

 

WATAUGA  (19)

19-1 Daily Progress Report  Feb 16, 1942 – Feb 11, 1943

19-2 Construction Progress Report  Dec 1942 – Jan 1943

19-2 Monthly Progress report

19-2A Status of Construction Jan 1948-Sept 1949

19-4 Geologic Report

 

 

Box 561

19-5 The Watauga Project on the Watuaga River

19-6 Preliminary Report on Watauga Project

19-7 Highway Reconnaissance Report

19-8 Construction Program for Proposed Concrete Arch Dam

19-9 Geology of Watauga

19-10 Watauga Model Studies

19-12 Revised Highway Reconnaissance for Reservoir

19-13 Appraisal of Mineral Rights

19-14 Control of Dust & Gases in Construction

19-15 Accident Statistical Report

19-16 River Terraces

19-18 The Iron Mountain Thrust Fault

19-19 Planning the Watauga Project

19-20 Constructing the Watauga Project

19-21 Power Tunnel & Surge Tank

19-22 Quarrying At Dam

19-23 Weighing Reactions for River Bridge

19-24 Steel Closure Gates

19-25 River Bridge on Tennessee State Highway 67

19-26 Index Test Conducted on Units 1 & 2 Sept 1949

 

Box 562

19-27 Initial Operation of Generator # 2

19-28 Sluice Discharge Tables

19-29 Powerhouse & Control Building

19-30 Initial Operation of Generator # 1

19-32 The Watauga Project

19-33 Watauga Dam Howell Bunger Valve Discharge Tables

19-34 Approximate Tunnel Velocities & Suggested Tolerances

19-35 Wall Vibration & Air Pressure Fluctuation

19-36 Preliminary Report Cardens Bluff Project

19-100 The Watauga Project on the Watauga River

19-182 Watauga Meeting Information for Consultants

19-200 Final Design Report

19-300 Preliminary Report #10 Access Road Siam To Dam  part

 

Box 563

19-300 Preliminary Report #10 Access Road Siam To Dam   cont.

19-300-V-1 Preliminary Report # 9 Construction Plant Utilities

19-300-V-2 Preliminary Report #4 Construction Plant Building

19-300-V-3 Preliminary Report  # 5  Construction Roads

19-300-V-4 Preliminary Report # 3  Proposed Quarry & Aggregate Plant

19-300-V-5 Rock Quarrying

19-300-V-6 Watauga Construction Plant

19-300-VII-1 Status of Construction Preliminary Report # 7

19-300-VII-2 Field Engineering Preliminary Report #6

19-300-VII-3 Borrow Pit Investigation Preliminary Report # 1

19-300-VII-4 Power Tunnel Excavation  Preliminary Report 2

19-300-VII-5 Excavation of Diversion Tunnel & Spillway

19-300-VII-6 Access Road from Siam to Watauga Dam Preliminary Report #10

 

Box  564

19-300-VII-7 Final Report VII Hydraulic Turbines  Vol. 1, 2, & 3

19-300-VII-8 Final Report Construction VIII Generator Erection

19-300-VII-9 Final Report Construction Report IX  Spillway

19-300-VII-10 Final Report Construction Report X Water Conductors

 

Box 565

19-300-VII-11 Final Report Construction XI Powerhouse

19-300-VII-12 Construction

19-300-VII-13 Final Report Construction Report XII Control Building

19-300-VII-14 Construction Final Report XIII Concreting

19-300-VII-15 Construction Report XV, Access Roads

19-300-VII-16 Construction report XVII  Employee Housing

19-300-VII-17 Construction Report XIV  Main Embankment

19-300-VII-18 Final Report XVIII Switchyard Installation

19-300-VII-19 Final Report Construction XIX Electrical

19-300-VII-20 Relation of Work of Hydraulic Data Branch to Construction

19-300-VIII-1 Population Readjustment

19-300-VIII-2 Construction Report XVI  Highway Relocations

19-300-VIII-3 Report – Utility Relocations

 

Box 566

19-300-VIII-4 Cemetery Relocation  

19-300-VIII-5 Land Purchase Control 

19-300-VIII-6 Surveying & Mapping

19-300-IX-1 Construction Activities by Construction & Maintenance Branch 

 

Box 567

19-300-IX-2 Final Cost Report  A, B, C, & D

19-400B Drawings for Watauga & Wilbur Projects

 

DOUGLAS DAM (20)

20-1 Daily Progress Reports  September 24, 1942

 

Box 568

20-1 Daily Progress Report     Sept. 25, 1942 – Feb 1944

20-1 Daily Progress Report C & M Division    Nov 6 & & 1942

20-1-1  Backwater Protection at Dandridge TN

20-2 Monthly Progress Reports 2/42-11/43 

20-2 Monthly Progress report Unit 3  7/48 –8/49 

20-4 Geology of Site

20-5 Assembled Information – Reinforcing Steel

20-6 Purchase Boundary- Group I Area of Reservoir

20-7 Highway Reconnaissance Report

20-8 Purchase Boundary – Group 1 & 2 Areas

20-9 Purchase Boundary – Group 3 Area

20-10 Slope Stability of Fill – Reservoir Highway Project 220-2002

20-11 Talk Given 4/14/1942

20-12 Protection Plan Dandridge TN

20-13 Engineering Phases – talk May 23, 1942

20-14-1 Douglas Model Studies Report 1

20-14-2 Douglas Model Studies Report 2

20-15 Characteristics of Region & Effects of Reservoir  Construction

20-17 Operating Instructions – Dam & Powerhouse Draft Tube

20-18 Cantilever Wood Forms – publication

20-19 Geology of Dam

 

Box 569

20-20 Study – Operations of Reservoir

20-22 Operating Instructions – Dam & Powerhouse Switchgear

20-23 Summary – Foundation Conditions

20-24 Factors Effecting Scheduling of Closure Concrete & Reservoir Filling

20-24S Factor Affecting Scheduling Closure Concrete Supplement 1

20-25 Flood of French Broad River

20-26 Instructions for Operating Spillway Gates, Sluice

20-27 Construction Difficulties at Dam

20-28 Index Test on Turbines

20-29 Operating Instructions on Turbine & Generator Unit 3

20-30 Rock Sample 11-8

20-31 Early Ordovician Sinkhole Deposit of Volcanic Ash

20-32 DR1188F- Moore & Reed Map 20 MS 421 K 501-48R.1  Cocke County

20-36 Field Office Drawings

20-37 Informal Report Extra Cost of Gates at 1002 el.

20-38 Douglas Project - Geology

20-39 Ground Water Drainage          

20-40 Dandridge Dike Seepage   

20-41 Foundation Drain Hole Discharge

20-42 Time of Water Travel – Roseman to Douglas Reservoir

20-44 Appraisal of Mineral Rights

20-45 Summary of Construction Operations

 

Box 570

20-46 Pictorial Record of Final Closure at Dam

20-47 Saddle Dam 1 Soil Tests

20-48 Relation of Work – Hydraulic Data Division to Construction & Operation

20-49 Specifications for Marginal Clearing & Drainage for Malaria Control

20-50 Plant & Property Protection

20-51 Index Tests Conducted on Turbine & Generator Unit 3

20-52 Unit 4 Additions to units 1,2, & 3

20-53 Unit 4 Construction spec.

20-54 The Douglas Dam Record

20-55 Index Test Conducted on Unit 4

20-56 Sluice Discharge Tables

20-57 Foundation Drainage 

20-57 Observations Made Foundation Drainage & Uplift Pressure 

20-58 Ground Water & Drainage Flow 

20-59 Review of Reservoir Property – Surplus Land

20-61 Spillway & Sluice Discharge Tables

20-62 1967 Field Data, Water Temperature

20-65 Unit 2 Procedure for initial Tests

20-66 Hydro Plant  Initial Governor Test Generator 4

 

Box 571

20-100 The Douglas Project on the French Broad River Supplement Report

20-100-1 The Douglas Project Final Completion Report Planning Chapter

20-100-2 The Douglas Project Final Completion Report Supercedes 20-100-1 

20-134 Information for Consultants

20-182 Consultants Report

20-200 Final Design Report

20-300-V-1 Construction Plant Final Report

20-300-V-2 Construction Plant

20-300-VII-1 Concrete Placing in Closure Blocks

20-300-VII-2 Final Report River Control

20-300-VII-3 Final Report Cantilever Panels

 

Box 572

20-300-VII-4 Foundation Treatment

20-300-VII-5 Construction Activity

20-300-VII-6 Hydraulic Studies a

20-300-VII-7 Construction ( rough Draft)

20-300-VII-8 Job Snapshot & Photographs

20-300-VII-9 Unit Erection Turbines

 

Box 573

20-300-VII-9A Dam Turbine Erection Unit 1

20-300-VII-10 Generator Erection

20-300-VII-10A Appendix A Daily Reports, Generator Erection

20-300-VII-11 Geology of Dam & Reservoir  part

 

Box 574

20-300-VII-11 Geology of Dam & Reservoir  cont

20-300-VII-12 Final Report – Highways & Railroad Construction

20-300-VII-13 Additions of Generating Unit 3

20-300-VII-14 Unit 3 in Stall 2 Turbine & Governor Installation

20-300-VII-15 Construction Report Erection , Third Generator Stall 2

20-300-VII-16 Construction Report # 1  Hydraulic Turbine

20-300-VII-17 Construction Report  Erection Generator # 4

20-300-VIII-1 Water Protection Dandridge TN

 

Box 575

20-300-VIII-2 Final Cost  Reservoir

20-300-VIII-3 Clearance Project Final Report

20-300-VIII-4 Completion Report # 4 Utility Relocation 

20-300-VIII-5 Surveying & Mapping

20-300-VIII-6 Land Purchase Control

20-300-VIII-7 Cemetery Relocation

 

Box 576

20-300-VIII-8 Completion Report – Relocating Utilities

20-300-IX-1 Final Cost Analysis - Construction Activities

20-300-IX-2 Final Cost Report  part

 

Box 577

20-300-IX-2 Final Cost Report cont.

20-300-IX-3 Final Cost of Site Improvements Project H19C

20-300-IX-4 Hydro Plant Additions  Generating Unit 2

20-300-IX-5 Hydro Plant Additions Costs

20-400A The Douglas Project  (Book)

 

WILBUR  (21)

21-2 Monthly Progress Reports

21-5 Construction Spec H58M-741  Misc. Piping

21-6 Index Test Conducted on Unit 4  June 19, 1950

21-7 Redeveloping in Wilbur Hydro Project  article

21-8A Hydro Plant Rejuvenated – article Aug 1951

21-8B Leffel Hydraulic Turbine Increases Power Production

21-9 Water Power article on Wilbur

21-100 Proposed Improvements on Project

21-200 Final Design Report

 

Box 578

21-300-VII-1 Project Reconstruction

21-300-VII-2 Construction Report # 1 Erection & Testing Generator # 4

21-300-VII-3 Construction Report # 2  Installation & Operation Unit 4 Hydraulic Turbine

21-300-VII-4 Construction Report # 3  Concreting

21-300-VII-5 Construction Report # 5 Electrical Equipment Installation

21-300-IX-1 Improvements Generating Unit 4 Cost

 

JOHNSONVILLE STEAM PLANT (22)

22-1 Weekly Reports  Units 7-10    Dec 1973- July 1974

22-2 Progress Report  Oct 1949

22-2 Construction Progress Dec 1949

22-3 Boiler Feedwater Conditioning for Steam Plant

22-5 Johnsonville Steam Plant

22-6 The Johnsonville Steam Plant

22-7 Some Design Features           

22-8 Johnsonville Steam Plant of TVA  article 1950

22-10 TVA Builds a Steam Plant May 1949 Issue of Public Power

22-11 Some Design Features of  Steam Plant

22-12 Johnsonville Steam Plant

22-13 The Condenser Circulating Water System

22-16 Operating Instructions For Heating

22-17 Activities of the Construction & Maintenance Branch

22-18 Activities for the Steam Plant Maps & Surveys Branch

 

Box 579

22-19 Air Pollution Studies  1951

22-20 Air Pollution Studies 1953

22-21 Report on Timber Damage Survey 1954

22-22 Air Pollution Studies, 1953

22-24 Heat Rate Acceptance Test Unit 7 Turbo generator

22-25 TVA 500-KV Terminal Facilities

22-26 500KV Switchyard

22-29 Gas Turbine Peaking Plant Draft Environmental Statement

22-29 Gas Turbine Peaking Plant Environmental Statement – Final

22-30 Gas Turbine Peaking Plant Units 11-1 Draft Environmental Statement

22-30 Gas Turbine Peaking Plant Unit 11-1  Final Environmental Statement

22-31 Heat Rate Acceptance Test Report

22-33 Test on Precast Haydite Concrete Turbo generator Roof Slab 

22-34 Fabrication & Installation of Generator Leads Bus & Housing

22-35 Report on Inspection of Unit 5 1954

22-36 Report on Field Economy Tests 1954

22-37 Results Report 29 Fly Ash Collector Performance Test Unit 9

22-38 Report 30 Condenser & Water Pump Test

22-39 Report of Generator Load Test in Customers Station

 

Box 580

22-40 Air Duct Mode Studies 7-10

22-200 Final Design Report Unit 1 –6  Book 1

22-200 Final Design Report   Unit 1 –6 Book 1  Appendixes & Exhibits

22-200-1 Final Design Report  Unit 7 –10  Appendixes & Exhibits

 

Box 581

22-200-1 Final Design Report Unit 7 –10   Appendixes & Exhibits

22-300-V-1 Final Report Construction #1 Concrete Aggregate Investigation

22-300-V-2 Construction Plant Report

22-300-VII-1 Initial Operations of First Four Units

22-300-VII-3 Final Report Construction #3 Concreting

22-300-VII-4 Construction Report #4 Water Supply

 

Box 582

22-300-VII-5 Construction Report 5, Transmission Plant

22-300-VII-6 Construction Report 6, Control Building

22-300-VII-7 Construction Report #7 Coal Handling Facilities

22-300-VII-8 Construction Report # 8 Powerhouse & Service Bay

 

Box 583

22-300-VII-9 Final Report – Construction 8 Powerhouse Service Bay

22-300-VII-10 Construction Report 9, General & Yard Facilities

22-300-VII-11 Report 10, Construction Summary Vol. 1  Powerhouse & Service Bay

22-300-VII-12 Report 10, Construction Summary Vol. II Auxiliary Structures  part

 

Box 584

22-300-VII-12 Report 10, Construction Summary Vol.  II Auxiliary Structures cont.

22-300-VII-13 Units 7-10 Final Construction Report

 

Box 585 

22-300-IX-1 Final Cost of Project  July 1, 1955

22-300-IX-2 Additions & Improvements to Units 1-6

22-300-IX-3 Final Cost Steam Plant Units 7-10   part

 

Box 586        

22-300-IX-3 Final Cost  Steam Plant Units 7-10  cont.

22-300-IX-4 Final Cost Report – Additions & Improvements 7-10

22-300-IX-5 Final Cost Report Turbine Units 16

22-400A Johnsonville Steam Plant Book   Report 31 

22-400B Drawings for Steam Plant     part

 

Box 587     

22-400B Drawings for Steam Plant  cont.

     BOONE DAM (23)

23-3 Geology of Spurgeon Island Dam Site

23-4 Highway Reconnaissance for Reservoir

23-7 Appraisal of Mineral Rights

23-8 Boone Dam in Teamwork

23-11 Hydraulic Model Studies

23-12 Closure Speech

23-13 Operating Instructions – Water Treatment Plant

23-14 Operating Instructions for Powerhouse Units 1,2, & 3 Unwatering

23-15 Operating Instructions for Power House Spillway & Switchyard

23-16 Operating Instructions for Powerhouse & Control Building

23-17 Sluice & Spillway Discharge tables

23-18 Index Test Conducted on Units 1,2, & 3

23-19 Specifications for Marginal Clearing & Drainage for Malaria Control

23-20 Drainage-Initial Report & Observation

23-21 Uplift Measurements

23-22 Properties of Concrete

23-23 Geology of Spurgeon Island Dam Site

23-24 Bank Protection Data – Model Test

 

Box 588

23-100-1 Water Supply for Construction Plant

23-100-2 The Boone Project on the South Fork

23-182 Boone & Fort Patrick Henry Projects  memo

23-200 Final Design report

23-300-V-1 Final Report Construction Report 1 River Diversion

23-300-V-2 Construction Plant Report

23-300-VII-1 Construction Report II, Preparation & Installation  - Measuring Instruments

23-300-VII-2 Construction Report III, Foundation Treatment

23-300-VII-3 Construction Report IV, Initial Installation Hydraulic Turbines part

 

Box 589   

23-300-VII-3 Construction Report IV, Initial Installation Hydraulic Turbines cont.

23-300-VII-4 Construction Report Main Embankment        

23-300-VII-5 Boone & Fort Patrick Henry  Report II Concreting

23-300-VII-6 Construction Report Powerhouse

23-300-VII-7 Boone & Fort Patrick Henry  Report III  Construction

23-300-VII-8 Boone & Fort Patrick Henry  Report IV  Excavation

23-300-VII-9 Final Report Construction VII Control Building

 

Box 590

23-300-VII-10 Final Report Construction VIII Generator Installation  

23-300-VII-11 Boone & Fort Patrick Henry  Final Report V Site Improvement

23-300-VIII-1 Boone & Fort Patrick Henry  Final Report I  Highway Relocation

23-300-IX-1 Final Cost Boone Project

 

Box 591

23-400B Drawings for Boone Project

 

       FORT PATRICK HENRY  (24)

24-1 Geology of Wexler Bend Dam Site

24-4 Highway Reconnaissance

24-5 Appraisal of Mineral Rights

24-9 Dumpcrete Trucks Haul Concrete 7 miles for Dam

24-10 Operating Instructions for Powerhouse Units 1

24-11 Operating Instructions for Powerhouse & Switchyard

24-12 Operating Instructions for Powerhouse Heating

24-13 Index Test Conducted on Units 1 & 2 Powerhouse

24-14 Procedure & Sequence for Initial Operation Power Generating Units 1 & 2

24-15 Spillway Discharge Tables

24-16 Dam Gallery Drainage

24-17 Hydraulic Model Studies

24-35 Bubble size Measurements  - Diffusers

24-36 Description of Oxygenation Tank Test

24-37 Phase II Oxygenation Efficiency Test

24-38 Geology of Project

24-39 Turbine Blade Reshaping

24-40 Second Continuation of Phase I Diffuser Evaluation Tests

24-41 Active Surface Area of Diffuser

24-42 Phase II Oxygenation Efficiency Tests

24-43 Phase II Field Diffuser Spacing Test

24-46 Phase I Diffuser Evaluation Test Oxygenation Report 27

24-47 Additional Phase II Oxygenation Efficiency Test

 

Box 592

24-48 Oxygenation System Cost Estimates

24-100 The Fort Patrick Henry Project on the South Fork Holston River

24-182 Boone & Fort Patrick Henry  Projects

24-200 Fort Patrick Henry Project Final Design Report

24-300-V-1 Construction Plant Report

24-300-VII-1 Final Report Construction Report # 1 Foundation Treatment

24-300-VII-2 Final Report Construction Report II  Hydro- turbines

23-300-VII-3 Final Construction  Report III River Diversion

                

Box 593

23-300-VII-4 Final Report Construction IV Generator

24-300-VII-5 Final Report Electrical Installations

24-300-VII-6 Final Report Construction Report VI Powerhouse  

24-300-IX-1 Final Cost Report       

24-400B Drawings for Project

 

Box 594

 

WIDOWS CREEK STEAM PLANT ( 25)

25-1 Weekly News Letters   May 1951 – Sept 1966  gaps

25-3 Preliminary Geologic Investigation for Central Area

25-4 Data Reference to Proposed Steam Plant

25-5 Geology of Site

25-6 Widows Creek Steam Plant

25-7 Production of Precast  Roof Slabs

25-8 TVA Erected Pipe Insulation

25-10 Widows Creek Steam Plant

25-11 Construction & Equipment Steel Fabrication

25-12 Construction & Equipment Reports

25-15 Piping Systems

25-16 Construction & Equipment Reports  Misc. Aids II

25-17 Construction & Equipment  Additional Coal Sampling

25-18 Final Report of Local Joint Cooperative Conference

25-19 Construction & Equipment- Additional Coal Sampling

25-20 Construction & Equipment Automatic Coal Sampling

25-21 Activities of Construction & Maintenance Branch 1950

 

Box 595

25-22 Interim Report  Air Pollution Studies

25-23 Foundation Exploration for Unit 7

25-24 Activities for Steam Plant by Mapping Surveys Branch

25-25 TVA New Widows Creek Unit – Publication

25-28 Unit & Operating Instructions for Water System

25-29 Unit 7 Circulating Water Pump

25-30 Heat Rate Acceptance Test Report

25-31 Unit 8 Gas Duct Model Studies Air Preheater Report 1

25-32 Unit 8 Gas Duct Model   Studies Air Preheater Report 25-32

25-33 Unit 8 Gas Duct Model   Studies Air Preheater Report 3

25-35 Acceptance Testing of a 500-MW Turbogenerator

25-36 Units 7 & 8 Operating Instructions Condenser- Water Systems

25-37 Unit 8 Flash Evaporator Test

25-38 Acceptance Test Report Condenser Unit

25-38R Acceptance Test Condenser Unit 8 9/1/67

25-39 Acceptance Test Unit 8 Condenser – Water Pump

25-40 WCF # 8  Air Duct Model Studies

25-41 Unit 8 Air Duct Model Studies

25-42 Unit 8 Test of Precipitator Flow Distribution

25-43 Heat Rate Acceptance Test Report

25-44 TVA Energizes 500KV Terminal

25-45 On-Load Condenser Tube Cleaning Installation

25-46 Environmental Statement- Draft,  Experimental SO2 Removal

25-46 Environmental Statement- Final,  Experimental SO2 Removal 

25-51 Recommended Gas Flow Guiding Devises

25-52 Environmental Statement Draft – Widows Creek-Jefferson Transmission Line

25-52 Environmental Statement Final – Widows Creek-Jefferson Transmission Line

 

Box 596

25-53 Test of Water Spray for Full-scale Slurry Nozzle

25-54 Test of  1:2 scale Slurry Nozzle

25-55 Comparison of 1:1 scale & 1:2 Scale Slurry Nozzle Performance

25-56 1:2 Scale Slurry Header Test

25-57 Effects of Grids on Pressure Drop & Carryover

25-59 Results Report 52, Electrostatic Fly-Ash Precipitator

25-60 Unit 8 Calibration of Flow Nozzle NR-1

25-61 Unit 8 Calibration of # 3 Heater Drain Flow Nozzle

25-62 Unit 8 Design Concepts

25-63 Production of Precast Roof Slabs for Generator Room

25-64 Recommended Locations for Vanes in Reheater air & Gas Ducts

25-65 Effects of Fiberglass Grid on Full-scale Slurry Nozzle Performance

25-66 Location & Dimensions of Final Recommended Vanes

25-67 Test of 1:4 Scale Slurry Nozzle

25-68 Access Road Paving

25-69 Tests of 1:8 Scale Slurry Nozzle

25-100 Widows Creek Steam Plant 

25-200 Steam Plant Final Design Report Book 1 text

 

Box 597

25-200 Steam Plant Final Design Report Book 2 Appendixes & Exhibits

25-200-1 Final Design Report Units 7 & 8 Book 1

25-200-1 Final Design Report Units 7 & 8 Book 2  Appendixes & Exhibits

 

Box 598

25-200-1 Final Design Report Units 7 & 8 Book 2 cont.

25-300-VII-1 Final Construction Production Estimate

25-300-VII-2 Final Construction Report Units 1-6  Vol. 1

 

Box 599

25-300-VII-2 Final Construction Report Units 1-6  Vol. 2

25-300-VII-3 Final Construction Summary Units 7 & 8 Final Report

25-300-IX-1 Final Cost of Project   part

 

Box 600

25-300-IX-1 Final Cost of Project  cont.

25-300-IX-2 Final Cost of Project Units 7-8

Box 601

25-300-IX-2 Final Cost of Project Units 7 - 8  cont.

25-300-IX-3 Final Cost of Steam Plant

25-300-IX-4 Steam Plant Installation of Sulfur Dioxide Removal

25-400-A-1 Units 7 & 8 Planning Design Construction & Cost

25-400-A Units 1-6 Planning Design Construction Cost

 

Box 602

GODWIN PHOSPHATE PLANT    (27)

27-1 Construction Progress Report Godwin Phosphate Plant

27-3 Operating Manual & Equipment Data Fused Tricalcium Phosphate Plant

27-200 Fused Tri-calcium Phosphate Plant Godwin TN Final Report

27-300-IX-1 Fused Tri-calcium Phosphate Plant Columbia TN Cost Report

 

KINGSTON STEAM PLANT  (28)

28-3 Geologic Investigations for Eastern Area Steam Plants

28-4 Kingston Steam Plant

28-6 Operating Instructions for Water Treatment Plant

28-7 Units 1-9 Operating Instructions for Condensers – Water System

28-8 TVA’s Kingston Steam Plant  article

28-9 Heat Rate Acceptance Test Report Unit 2

28-10 Condenser Conduit Loss Study

28-11 Article on Skimmer Wall for Business Week

28-12 TVA Builds A Skimmer Wall article

28-14 Address by C. E. Blee – Celebration of Completion of Steam Plant

28-15 News Sentinel Article – Worlds Biggest Steam Plant at Kingston

28-16 Piping Design for Steam Plant

28-17 Instrumentation for Plant presented to Instrument Society

28-18 Chimney Design Study

 

Box 603

28-19 Interim Report- Reappraisal of Air Pollution Risk

28-20 Thermal Density Underflow Diversion Works for Kingston

28-21 The Kingston Power Plant of TVA  article

28-22 Size Analyses of Fly Ash

28-23 Microscopic Study of Contents of Fly Ash Gages  Feb 1955-Feb. 1956

28-24 Report on Air Pollution Control Measures

28-25 Report on Meteorology Operations & Air Pollution Studies

28-26 Preliminary Study – Contentsw fo Fly Ash Gages

28-27 Notes on Field Investigation of SO2 Effects

28-28 Heat Rate Acceptance Test Report Unit 2 Turbogenerator

28-29 Brief Description of Steam Plant for Publication

28-30 Wind Tunnel Investigation at Stack Gas Dispersal

28-31 TVA Tries Skimmer Walls  article

28-33 Condenser Water Intakes Temperature

28-34 Progress report 1  Air Duct Model Study

28-35 Report on Field Economy Test

28-36 Results Report 31, Electrostatic Fly Ash Collector Test

28-37 Results Report 33, Electrostatic Fly Ash Tests unit 5

28-38 Results Report 34, Electrostatic Fly Ash Test Unit 6

28-39 Results Report 35, Electrostatic Fly Ash Test Unit 1

28-182 Consultants Report on Condenser Water Intake

28-200 Final Design Report Book 1  Text

 

Box 604

28-200 Final Design Report Book 2 Appendixes & Exhibits

28-300-VII-1 Construction Report  Vol. 1

28-300-VII-2 Construction Report  Vol. 2

28-300-VII-3 Construction Report  Vol. 3

 

Box 605

28-300-VII-4 Final Construction Production Estimate

28-300-VII-5 Installation of Electrostatic Fly Ash Precipitators for units 1 -9        

28-300-IX –1 Final Cost of Kingston Steam Plant   part

 

Box 606

28-300-IX-1 Final Cost of Kingston Steam Plant cont.

28-400A The Kingston Steam Plant  Book

 

SHAWNEE STEAM PLANT  (29)

29-3 Geology of Shawnee

29-5 The Shawnee Steam Plant of TVA

29-6 Operating Instructions for Water Treatment Plant

29-7 Operating Instructions for Condenser Circulating Water System

29-8 Proposed Article on Electrical Protective Arrangements

29-9 Huge TVA Steam Plant Nearing Completion

29-10 Insulation Helps Offset Plant Cost at Power Station

29-11 An Upper Cretaceous-Pleistocene Section In McCrakcen Co TN

29-12 Control & Communication Features of TVA’s Steam Plant article

29-13 Geology of Ground Water Problems at Powerhouse

29-14 Shawnee’s Engineered Insulation  article

29-15 Heat Rate Acceptance Test Report Unit 8

29-16 Activities of the Construction & Maintenance Branch

29-17 Heat Rate Acceptance Test Report Unit 1

29-18 Plant Turbogenerator Acceptance Test Unit 1

 

Box 607

29-19 Interim Report Air Pollution Studies 1953

29-20 Relief Well System

29-21 Activities for Steam Plant

29-22 Heat Rate Acceptance Test Unit 10 Turbogenerator

29-23 Monthly Production Estimates Report 94

29-24 Units 1-2 Recommended Vane Design for Precipitator Ducts

29-26 Turbine test Report Unit 3   Oct 1953

29-27 Unit 4 Boiler Test  Feb 1954

29-28 Foundation Studies

29-29 Demolition of Kentucky Ordnance Works Raw Water Pumping Station

29-31 Fabric Filters – Why Shawnee  article

29-32 Answers to Questions McIlvaine Company’s  Letter to J.A. Hudson 1978

29-33 Precipitators? Scrubbers ?  for Symposium

29-34 Design & Construction of Baghouses

 

Box 608

29-35 Plume Rise Study

29-36 Design Considerations & Initial Startup of Baghouses

29-37 Design Considerations & Startup of Baghouses presented to Conference

29-38 Startup & Preliminary Performances of Baghouses

29-100 Shawnee Steam Plant Planning Report

29-182 Project – Services of Consultant Dr. F. H Kellogg

29-200 Plant Unit 1-10 Final Design Book 1

29-200 Plant Unit 1-10 Final Design , Appendixes & Exhibits  Book 2 part

 

Box 609

29-200 Plant Unit 1-10 Final Design , Appendixes & Exhibits  Book 2 cont.

29-300-VII-1 Final Construction Report  Summary Report

29-300-IX-1 Final Cost of Steam Plant  part

 

Box 610

29-300-IX-1 Final Cost of Steam Plant  part

29-300-IX-2 Additions & Improvements to Unit 1 –10

29-300-IX-3 Final Cost Installation of Electrostatic Precipitators

 

COLBERT STEAM PLANT  (30)

30-1 Weekly News Letters  Jan 5, 1962 – Oct 29, 1964

30-3 Preliminary Report on Site for Steam Plant B

 

Box 611

30-4 Geology of Steam Plant

30-5 Construction of Chimney Foundation from  Rock to Elevation 459

30-6 Excavation, Concrete Lining  - Water Supply Tunnels

30-7 Construction Spec P17A-768 Cement Floors & Deck Finish

30-8 Construction Methods & Equipment Report V Jig – Form Ties

30-9 Construction Methods & Equipment  Report VI Clamp for Couplings

30-10 Construction Methods & Equipment Report VII, Die – Form Assemblies

30-11 Construction Methods & Equipment Report VIII  Laying Concrete Pipe

30-12 TVA Colbert’s Steam Plant  article

30-13 Construction Method & Equipment Report IX Sheet Metal

30-14 Construction Method & Equipment  Report X Jig – Air Ducts

30-15 Construction Methods & Equipment Report XI  Removal Handrailing

30-16 Units 1-4 Operating Instructions for Water Treatment Plant

30-17 Units 1-4  Operating Instructions for Circulating Water System

30-18 Construction Methods & Equipment Report XII – Fabrication of Joints

30-19 Construction Methods & Equipment Report XIII Lifting Device

30-20 Construction Methods & Equipment Report XIV Stake Puller

30-21 Construction Methods & Equipment Report XV Wheel & Radiators

30-22 Construction Methods & Equipment Report XVI  Reel Carriage for Wire

30-23 Construction Methods & Equipment Report XVII  Rig for Pipe

30-24 I Beam Measuring Rule Report VIII

30-25 Gates for Temporary Fence Around Turbine Report XIX

30-26 Construction Methods & Equipment Report XX Tube Expander

30-27 Construction Methods & Equipment Report XII Paint Mixer

30-28 Operating Instructions for Heating & Ventilating

30-29 The Colbert Steam Plant of TVA

30-30 Construction Methods & Equipment Report XXII –  Cleaning

30-31 Heat Rate Acceptance Test Unit 2

30-32 Construction Methods & Equipment Report 23 – Colbert Adapter               

30-33 Construction Methods & Equipment Report 24 – Cleaning Threads

30-34 Construction Methods & Equipment Report 25 – Jigs

30-35 Construction Methods & Equipment Report  26 – Extension Gauge

30-36 Construction Methods & Equipment Report 37 – Rigs

30-37 Heat Rate Acceptance Test Report Unit 4

30-38 Activities for Colbert Steam Plant

30-39 Unit 5-A – Step in Automation

30-40 Photos – Champ & Guide

30-41 Units 1-5 Operating Instructions for Condenser

30-42 Flow Nozzle Rating

30-43 Prestressing Piping

 

Box 612

30-44 Heat Rate Acceptance Test Report Unit 5

30-45 Unit 5 Tests of Precipitator 

30-46 Environmental Statement Gas Turbine Peaking Plant - Additions

30-47 Environmental Statement Gas Turbine Peaking Plant Unit 1-8

30-52 Gas Turbine Plant Units 1-4 Acceptance Test

30-55 Construction Methods & Equipment Report XI, Removable Handrailing

30-56 Relocation of Intake Gantry Crane

30-57 Unit 5 Repairs to Damaged Mooring Cells 10 & 11

30-58 Report 22 Unit 4 Boiler Acceptance Test

30-59 Report 18 Unit 2 Boiler Performance Test

30-60 Improvements for Filing Saws

30-61 Job Production of Cable Tray  Bracket

30-62 Jig for Bending Anchors for Steel Framing

30-63 Jig for Bending U-Bolts for Barge

30-64 Air & Water Distribution Test  Report 5

30-65 Air & Water Distribution Test Report 6

30-67 Plume Rise Study

30-200 Final Design Report Book 1 part

 

Box 613

30-200 Final Design Report Book 2

30-200 Final Design Report Book 2

30-200-1 Final Design Report Book 1 Unit 5

30-200-1 Final Design Report Book 2 Unit 5

 

Box 614

30-300-VII-1 Plant Project Construction Summary

30-300-VII-2 Final Construction report  Unit 5

30-300-IX-1 Monthly Production Estimates

30-300-IX-2 Final Cost of Project   part

 

Box 615

30-300-IX-2 Final Cost of Project  cont.

30-300-IX-3 Final Cost Report  Unit 5

30-300-IX-4 Final Cost – Installation of Electrostatic Precipitators Unit 1-4

 

Box 616

30-300-IX 5 Final Cost of Gas Turbines Units 1-8

30-400A The Colbert Steam Plant  Book

 

FULTON STEAM PLANT SITE (31)  Memphis Area

31-3 Preliminary Report on Fulton Site for Memphis Area Plant

31-3R Preliminary Report on Fulton Site revised

31-4 Study of Plant & Construction Facilities Initial 2 Units

31-5 Preliminary Foundation Investigation Fulton Site

31-182 Fulton Steam Plant Site Discussion River & Site Conditions

 

JOHN SEVIR STEAM PLANT   (32)

 

32-3 Preliminary Report on the Rogersville Site for Eastern Area

32-4 Preliminary Geologic Investigations for Plant

32-6 Hydraulic Model Studies for John Sevier –Water Supply

32-7 Appraisal of Mineral Rights

32-8 Driving the Condensing Water Tunnel

32-9 Construction Spec P23M-790  Applying TVA Erected  Pipe

32-10 Units 1-3  Operating Instruction for Water Treatment

32-11 Units 1-3 Operating Instructions for Condenser

32-12 Summary of Principal Features Preliminary Release 3 Unit Installation

32-200 Plants 1-4  Final Design Report Book 1  part

 

Box 617

32-200 Plants 1-4 Final Design Report Book 1  cont.

32-200 Plants 1-4  Final Design Report Book 2 Appendix & Exhibits

32-200 Final John Sevier Steam Plant Units 1-4

32-VII-1 Final Report – Construction Summary

32-300-VIII-1S Additions to final Construction Plant Report

32-300-IX-1 Final Cost of Steam Plant  part

 

Box 618

32-300-IX-1 Final Cost of Steam Plant  cont

32-300-IX-2 Additions & Improvements to Unit 1-4

 

Box 619

32-300-IX-3 Final Cost of Electrostatic Precipitators

 

GALLATIN STEAM PLANT (33)

33-1 Weekly News Letters  Sept. 1954 – April 1970

33-2 Preliminary Report on Site for Nashville Area Steam Plant

33-4 Geology of  Coles Bend Steam Plant

33-5 Geology of Gallatin Steam Plant

33-7 The Gallatin Steam Plant of TVA

33-10 Units 1 & 2 Operating Instructions Water Treatment

33-11 Units 1 & 2 Operating Instructions for Temporary Pumping Stations

33-12 Units 1 & 2 Operating Instructions for Condenser Circulating Water

33-13 Gallatin Steam Plant

33-14 Principal Piping for Plant  article

33-15 Foundation Exploration for Units 3 & 4

33-16 Heat Rate Acceptance Test Unit 1 Turbogenerator

33-17 Acceptance Test Report Unit 3 Condenser

 

Box 620

33-18 Heat Rate Acceptance Test Report Unit 3 Turbogenerator

33-19 Coal Handling Construction Plant Branch

33-20 Cost Breakdown of 1050 MW Generating Station

33-21 Units 3 –4 Duct Geometry Proposal

33-22 Units 3-4 Final Gas Duct Geometry

33-23 Units 3-4 Recommended Vane Design for Precipitator Gas Duct

33-24 Units 1-2 Recommended Vane Design for Precipitator Gas Duct

33-26 Draft Environmental Statement – Gas Turbine Peaking Plant

33-27 Turbine Disintegration Study  shorten version

33-27 Turbine Disintegration Study

33-28 Heat Rate Acceptance Test Unit 1-

33-29 Burst Type Failure of Unit 2 Turbine

33-32 Plume Rise Study

33-200 Final Design Report Book 1

 

Box 621

33-200 Final Design Report Book 2  Appendices & Exhibits

33-300-VII-1 Final Construction Report Vol. I

33-300-VII-1 Final Construction Report Vol. II

 

Box 622

33-300-VII-2 Final Construction Production Estimate

33-300-VIII-1 Completion Report- Utility Relocation

33-300-VIII-2 Cemetery Relocation Gallatin

33-300-VIII-3 Completion Report – Cemetery Relocation Wilson TN

33-300-IX-1 Final Cost  of Steam Plant   part

 

Box 623

33-300-IX-1 Final Cost of Steam Plant cont.

33-300-IX-2 Final Cost Report, Additions & Improvements

33-300-IX-3 Final Cost Installation of Electrostatic Precipitators

33-300-IX-4 Final Cost – Gas Turbines Units 1-4

33-400A Gallatin Steam Plant  Book

 

 CHILOWEE DAM SITE

34-4 Geology of Chilhowee Dam Site

34-5 Chilhowee Project – Summary of Principal Features

 

MELTON HILLS

36-1 Weekly Progress Report  Dec 1961  - Dec 1964

36-3 Geology of Dan Site on Lower Clinch River

 

Box 624

36-4 Geology of Dam Site

36-5 News Releases on Melton Hill

36-8 Highway & Railroad Reconnaissance for Reservoir

36-9 Miscellaneous Studies II, Report 6

36-11 Spec MHC-811 for Highway Construction

36-12 Lock Filling & Emptying System Study

36-14 Foundation Treatment of Lock River Wall

36-16 Procedure & Sequence of Initial Operation Units 1 & 2

36-17 Wave Heights & Current Velocities

36-19 Operating Instruction for Oil System

36-20 Operating Instructions for Unwatering Filling & Drainage

36-21 Foundation Experiences

36-22 Operating Instructions for Miter Gates

36-24 Operating Instructions for Spillway Gates

36-26 Index Tests Conducted Units 1 & 2

36-27 Final Geologic Report

36-28 Allocation of Cost

36-29 Reservoir Comprehensive Plan

36-30 Measurement of Deflection of Lock Wall

36-31 Prototype Tests of Forces Intake Gates

36-32 Spillway Capacity Study

36-33 Basic Spillway Apron Study

36-34 Overall Spillway Apron Study

36-35 Miscellaneous Studies

 

Box 625

36-36 Lower Guard Wall Location revision

36-37 Water Surface Profile on Pier # 1

36-38 Water Surface Profile

36-39 Turbine Intake Gate Studies Report 10

36-40 Second Stage Cofferdam Model Studies Report 11

36-41 Rock Haul Ramp Model Studies Report 12

36-42 Construction Methods & Equipment Reports

36-43 Foundation Treatment

36-44 Draft – Environmental Impact Statement – Coal Loading Terminal

36-100-1 The Melton Hill Project

36-134-1 Information for Consultants 1962

36-134-2 Information for Consultants 1963

36-182 Consultants Report #1 Melton Hill Project-Clinch River

36-182 Consultants Report # 2 # 3

36-200 Final Design Report Vol. 1  part

 

Box 626

36-200 Final Design Report Vol. 1 cont.

36-200 Final Design Report Vol. 2 

36-300 Final Report Construction Plant Vol. I

36-300 Final report Construction Plant Vol. II

36-300-VII-1 Construction Report IV Lock Equipment Installation

36-300-VII-2 Construction  Report III Excavation-fill Foundation Treatment

36-300-VII-3 Construction Report V, Concreting

36-300-VII-4 Construction Report I  Installation & Operation of Hydraulic Turbines

 

Box 627

36-300-VII-5 Construction Report II, Generator Installation

36-300-VII-6 Construction Report VI, Electrical Installation, Switchyard Equipment

36-300-VIII-1 Completion Report Utility Relocation

36-300-IX-1 Final Cost Report  

36-400A The Melton Hill Project   book part

 

Box 628

36-400A The Melton Hill Project cont.

 

STEAM PLANT G, DANVILLE, BASS BAY & LEATHERWOOD SITES  (37)

37-3 Preliminary Geologic Investigation of Sites

 

SHAMMON CREEK AREA  (38)

38-3 Preliminary Geologic Investigation of Shannon Creek Area & Piney Creek Sites

 

KNOXVILLE STEAM PLANT (39)

39-3 Preliminary Geologic Investigations, Knoxville, Edgemoor & Kirkland Sites

39-4 Preliminary Foundation Investigations for Medford Steam Plant

39-5 Preliminary Geologic Investigations – Eastern Area Steam Plant Artemus & Page

39-6 Factors in Site Selection Edgemoor

 

PARADISE STEAM PLANT    (40)

40-1 Weekly News Letter  1960 –1970

40-3 Western Area Steam Plant Summary Report Site Selection

40-4 Foundation Exploration for Paradise

40-5 TVA’s Paradise Steam Plant  article

 

Box 629

40-6 Bonanza for Western Kentucky   article

40-7 Station Service Design Consideration for 650MW Units

40-8 TVA Builds Paradise for World’s Biggest Electric Generating Units

40-9 Planning Design & Construction Highlights

40-11 Paradise Steam Plant  article

40-12 Flow Nozzle Rating Unit 2

40-13 Operating Instructions for Condenser Circulating Water System

40-14 Results of Seismographic Studies

40-15 Coal Handling – presented at meeting

40-15 Coal Handling at Paradise article

40-16 Radio Isotope Indicators in Breaker Building

40-17 Flow Nozzle Rating Unit 1

40-18 Acceptance Test Report Soot Blowing Air Compressor Units 1 & 2

40-19 Units 1 & 2 Flash Evaporator Test Report

40-20 River & Plant Conditions for Periods of Elevated River

40-21 Analysis of Coal Dust Sample

40-22 Velocity Distribution at Entrance to Unit 1

40-23 Startup Team Final Report

40-24 Acceptance Test Report Unit Condenser

40-25 Acceptance Test Report – Condenser Circulating Water Pump

40-26 Heat Rate Acceptance Test Report Unit 2 Turbogenerators

40-27 Potable Water System for Paradise

40-28 TVA Buys 800-MW Turbogenerator  article

40-29 Design Concept, 1150 MW Unit 3         

40-31 The Steam Generator

40-32 Model Study of Cooling Tower Flumes Weir Collection

40-33 Chimney Study Report 1

40-34 Studies of Cooling Tower Flumes Report 2              

40-35 Unit 3 Model Studies of Center Air Duct

40-36 Cooling Water Flume Study report 4

40-37 Unit 3 Model Studies of Side Air Ducts Report 5

40-38 Cooling Water Conduits Emergency Gate Study

40-39 Units 1 &2 Model Studies of Flow Through Precipitators

 

Box 630

40-40 North Nashville Transmission Line Mineral Rights

40-41 Unit 3 Model Studies of Gas Ducts from Preheater Outlet

40-42 Combined Condenser Cooling System Ups Plant Availability

40-43 Application of Steam Turbines for Driving Forced Draft Fans

40-44 Coal Conveyor Fire Protection  article

40-45 Rock Drilling at Paradise

40-46 Flow Nozzle Rating Units 3 Report 9

40-47 Units 1-3 Cooling Tower Acceptance Test

40-48 Cooling Towers & Condensing Water Facilities

40-49 1150 MW Prototype Unit Steams Near Schedule  article

40-50 Heat Rate Acceptance Test Unit 3

40-51 Unit 3 Acceptance Test of Circulating Water Pump

50-53 Cooling Tower 2, Discharge Measurements Report 11

40-55 Preliminary Report on Artificial Cooling Facilities for Condenser Water

40-56 Air Pollution Studies, Interim report

40-58 Innovative Heat Recovery Program

40-100 Paradise Steam Plant Superseded by 40-100-R1

40-100-R1 Paradise Steam Plant

40-100-1 Paradise Unit 3 Planning Report OEDC incomplete

40-100-1 Paradise Steam Plant Unit 3 Office of Power

40-182 Chimney for Paradise Unit 3

 

Box 631

40-200 Final Design Report Book 1

40-200 Final Design Report Book 2

40-200-1 Unit 3 Final Design Report Book 1 part

 

Box 632

40-200-1 Unit 3 Final Design Report Book 1 cont.

40-200-1 Unit 3 Final Design Report Book 2

40-300-VII-1 Final Construction Report Vol. 1  part

 

Box 633

40-300-VII-1 Final Construction Report Vol. 1 cont.

40-300-VII-1 Final Construction Report Vol. 2

40-300-VII-2 Startup Team Final Report   

 

Box 634

40-300-VII-3 Unit 3 Final Construction Report Vol. 1

40-300-VII-3 Unit 3 Final Construction Report Vol. 2

40-300-VIII-1 Utility Relocation Completion Report

40-300-IX-1 Final Cost of Paradise Steam Plant July 1966

 

Box 635

40-300-IX-1 Final Cost Report Detail Section

40-300-IX-2 Final Cost of Unit 3  part

 

Box 636

40-300-IX-2 Final Cost of Unit 3 cont.

40-400A The Paradise Steam Plant  - book

 

BULL RUN  STEAM PLANT (41)

41-1 Weekly News Letter  Oct 1962 – Aug 1967

41-3 Foundation Investigation for Steam Plant

41-5 Unit 1 Air Duct Model Studies Inlet

41-6 Unit 1 Air Duct Model Studies, Gas Duct

41-7 Unit 1 Gas Duct Model Studies – Gas Duct From Fly Ash

41-8 Unit 1 Air Duct Model Studies – Air Duct Metering Section Report 4

41-10 TVA’s Bull Run Steam Plan

41-11 Unit 1 Gas Duct Model Studies Stack Breeching Section Report 6

41-12 Unit 1 Air Duct Section From Forced Draft Fan Report 7

41-13 Gas Duct Model Studies Chimney Report 8

41-14 Planning & Scheduling by Critical Path Method

 

Box 637

41-15 Chimney for Bull Run Steam Plant

41-16 Presplit Blasting Procedures

41-17 Unit 1 Gas Duct Mode studies Velocity Distribution

41-18 Unit 1 Operating Instructions for Condenser

41-19 Coal Handling at Steam Plant

41-20 Flow Nozzle Rating Unit 1

41-21 Unit 1 Chimney Studies Unhoppered Base

41-22 Gas Duct Model Studies Air Preheater & Fly-Ash

41-23 TVA Unloads 72 car Unit Train

41-24 Unit 1 Flash Evaporator Test

41-25 Acceptance Test Report – Condenser Circulating Water Pump

41-26 Acceptance Test Report – Unit 1 Condenser

41-27 Inspection of Precipitator Gas Distribution Test

41-28 Unit I Precipitator Gas Distribution  Report 1

41-29 Inspection of Fly Ash Deposits in Precipitator Inlet  Duct

41-31 Unit 1 Gas Duct Model Air Preheater to Stack Breeching

41-32 Unit 1 Precipitator Model Studies – Fly Ash Simulation

41-33 Unit 1 Measurement of Chimney Pressures

41-34 Heat Rate Acceptance Test Unit 1 Turbogenerator

41-35 Air Pollution Prevention

41-36 Automation of Bull Runt Unit 1

41-37 The 900,000 KW Turbine Generator

41-42 Engineering the Bull Run Steam Plant

41-100 The Bull Run Steam Plant

41-200 Final Design Report Book 1 part

 

Box 638

41-200 Final Design Report Book 1  cont.

41-200 Final Design Report Book 2 Appendices & Exhibits

41-300-VII-1 Unit 1 Final Construction Report Vol. 1  part

 

Box 639

41-300-VII-1 Unit 1 Final Construction Report Vol. 1. Cont.

41-300-VII-1 Unit 1 Final Construction Report Vol. II

 

Box 640

41-300-VII-2 500 KV Switchyard Final Report

41-300-VII-3 Live Pile Silo Final Report

41-300-IX-1 Final Cost of Steam Plant

41-400A The Bull Run Steam Plant

 

BREECH RIVER PROJECT (42)

42-1 Weekly Progress Reports Dec 1962 – Dec. 1965

42-3 Breech River Watershed,

42-4 Const. Spec BRC 820 for Reservoir Clearing 7 Drainage

42-5 Report on Allocation of Cost of Project

42-6 Plans for Water Resource Control

42-7 Comparable Cost Estimates as of March 1963

42-8 Summary of Hydrologic Investigations  1967

42-9 Summary of Hydrologic Investigations  1968

42-10 Breech River Watershed Hydrologic Investigations 1969

42-11 Breech River Watershed Hydrologic Investigations  1970

42-100 Watershed Development Plans & Program Proposals

41-200 Breech River Project Final Design Report  .

 

Box 641

42-300-VII-1 Final Construction Report

42-300-IX-1 Final Cost of Multipurpose Water Control System

 

RACCOON MOUNTAIN PUMPING STATION (43)

43-3 Raccoon Mountain Pumped Storage Project on Hales Bar Reservoir (missing)

43-4 Preliminary Geologic Investigations  (missing)

43-6 Preliminary Hydraulic Transient Studies Report 1

43-7 Preliminary Hydraulic Transient Studies Report 2

43-9 Literature Survey of Divided Flow Characteristics  

43-10 Preliminary Hydraulic Transient Studies Report 5

43-12 Preliminary Hydraulic Transient Studies Report 6

43-13 Pumped Storage Plant Construction Spec No RMC-850 Rock Reinforcement

43-14 Pumped Storage Plant Const Spec RMC 852 for Shotcrete

43-15 Exploration & Investigation Program

43-16 Velocity Distribution at Trashrack Location Nickajack Reservoir

43-17 Preliminary Hydraulic Transient Studies  Report 8

43-18 Preliminary Hydraulic Transient Studies  Surge Tank Report 9

43-19 Preliminary Hydraulic Transient Studies Surge Tank Report 10

 

Box 642

43-20 Plant Construction Spec RMC-851 – Dam Construction 7/71 

43-20R Plant Construction Spec RMC-851 – Dam Construction Revised

43-21 Preliminary Hydraulic Transient Studies Surge Tank Report

43-22 Plant Design Considerations

43-23 Hydraulic Transient Studies Surge Tank Report 12

43-24 Raccoon Mountain Pump – Turbine Are World’s Largest

43-24 Reversible Pump-Turbine for Raccoon Mountain

43-24 Summary of paper Reversible Pump-Turbines for Raccoon Mountain

43-25 Electrical Features of Storage Plant

43-26 Hydraulic Transient Studies Gate Operation Report 13

43-27 Hydraulic Transient Studies Surge Magnitudes Report 14

43-28 Construction Spec RMC 852 for Shotcrete

43-29 Plant Final Paper    [ Final Cost of Plant ]

43-30 Hydraulic Transient Studies Gate Operation on Hammer & Surge Report 15

43-31 Hydraulic Transient Studies Water-Hammer Pressures & Surges  Report 16

43-32 Hydraulic Transient Studies: Characteristics of Speed & Discharge Report 17

43-33 1:40 Scale Trashrack Pier Study Nickajack Inlet Report 18

 

Box 643

43-34 Plant General Design Considerations

43-35 Upper Reservoir Inlet-Outlet Structures Report 19

43-36 Lower Inlet-Outlet Navigation Studies Report 20

43-37 Nickajack Inlet-Outlet Structures Performance Test Report 21

43-39 The Raccoon Mountain Project, a Talk

43-40 161 KV Oil-Filled Cable Application  (missing)

43-42 Modifications for Lower reservoir Inlet-Outlet

43-43 Navigation in Vicinity of  Lower Reservoir

43-44 Remote Control of Storage Plant

43-45 Surge Tank Elevations, Report 25

43-46 Draft Environmental Statement Raccoon Mountain Project

43-46 Final Environmental Statement Raccoon Mountain Project

43-47 Trashrack Vibration Studies Lab Report 1

43-48 Raccoon Mountain Pumped Storage Plant newsletter

43-49 Hydraulic Transient Studies: Waterhammer Pressures & Surge

43-50 Results of Rock Bolt Pullout testing Exploratory Tunnel

43-51 Hydraulic Transient Studies: Waterhammer Pressures & Surge

43-52 Operating Instructions for Oil Systems & Oil Handling Equipment (missing)

43-53 Operating Instructions for Draft Tube Evacuation Air System  (missing)

43-54 Operating Instructions for Heating Ventilating & Air  (missing)

43-54R Operating Instructions for Hating Ventilating & Air R1  (missing)

43-55 Raccoon Mountain Pumped Storage Project  article    (missing)

43-56 Operating Instructions for Unwatering Filling & Drainage System  (missing) 

43-57 Concepts & Features of Automated Unit Control System  (missing)

43-59 161 KV Cable Installed   (missing

43-61 Informal Talk by G.L. Buchanan

43-62 Remote Control & Unit Automatic of TVA’s Plant

43-65 Raccoon Mountain by W. H. Jordy

43-100 Planning Report

43-134-1 Information for Consultants 3/26/68

43-134-2 Information for Consultants 4/30/69

 

Box 644

43-134-3 Information for Consultants 6/17/70

43-134-4 Information for Consultants 12/1/70

43-134-5 Information for Consultants 6/28/71

43-134-6 Information for Consultants 11/22/71

43-134-7 Information for Consultants 5/15/72

43-134-8 Information for Consultants 10/30/72 part

 

Box 645

43-134-8 Information for Consultants cont.

43-134-9          Information for Consultants 2/6/73

43-134-10        Information for Consultants 9/17/73

43-134-11        Information for Consultants 3/25/74

43-134-12        Information for Consultants 10/21/74

43-134-13 Information for Consultants 4/7/75

43-134-14 Information for Consultants 10/6/75

43-182-1 Consultant’s Report Raccoon Mountain 3/28/68

43-182-2 Consultant’s Report Raccoon Mountain  5/2/69

 

Box 646

43-182-3 Consultant’s Report Raccoon Mountain  6/19/70

43-182-4 Consultant’s Report Raccoon Mountain  12/2/70

43-182-5 Consultant’s Report Raccoon Mountain   7/1/71

43-182-6 Consultant’s Report Raccoon Mountain  11/24/71

43-182-7 Consultant’s Report Raccoon Mountain  5/17/72

43-182-8 Consultant’s Report Raccoon Mountain   11/3/72

43-182-9 Consultant’s Report Raccoon Mountain  12/8/73

43-182-10 Consultant’s Report Raccoon Mountain  9/21/73

43-182-11 Consultant’s Report Raccoon Mountain 3/29/73

43-182-12 Consultant’s Report Raccoon Mountain  10/25/74

43-182-13 Consultant’s Report Raccoon Mountain  4/11/75

43-182-16 Consultant’s Report Raccoon Mountain  5/19/77

43-182-17 Consultant’s Report Raccoon Mountain  5/23/79

 

NICKAJACK (44)

44-3 Preliminary Foundation Investigations

44-4 The Hales Bar Problems, A Summary

44-5 Nickajack Diversion Studies Report 1

44-6 Scheme 1- Alternate Diversion Studied Navigation Problems Report 2

44-10 First Stage Diversion Studies Report 5

44-11 Spillway Pier Study Report 6

44-12 Navigation Tie-Up Facilities Report 7

44-13 Pier Water Surface Profiles & Pressures Report 8

44-14 Water Surface Profile Along Spillway

44-16 Lock Chamber Studies Report 11

44-17 Cofferdam Closure Study Report 12

44-18 Spillway Pressure Measurements Report 13

44-19 600’ & 800’ Lock Intake System

44-20 Lock Valve Comparison Report 15

44-21 600-Foot Lock Outlet System Report 16

44-22 Bulkhead Slot Cover Plate Study Report 17

44-23 Lock Valve Lifting Strut Forces Report 18

44-24 Construction Spec for Concrete Placing H27C-823

44-25 Spoil Area Study Report 19

44-26 First Stage Diversion Studies Report 20

44-27 Construction Spec. Prestressing Procedure H277C-824

44-28 Spillway Apron Studies Report 21

44-29 Construction Spec H27C-822 – Reservoir Clearing

44-30 Spillway Vortex Study Report 22

44-31 Turbine Intake Gate Studies Report 23

44-32 Stilling Basin Studies report 24

44-33 River Bank Riprap Study Report 25

44-34 Construction Spec H27C-828 for Waterproffing for Concrete

44-35 Design, Construction & Unwatering

44-36 Design of Project

44-37 Tennessee River Will Be Diverted to Facilitate Dam Work

44-38 A Plan for Development

44-39 River Bank Riprap Study Report 26

44-40 Diversion Channel Closure Report 27

44-41 Trash Accumulation Study  Report 28

44-42 Diversion Channel Close Studied  Report 29

44-43 Spillway Apron Studies Report 30

44-44 Overburden Removal Studies  Report 31

44-45 Hydraulic Turbines Dimensions

 

Box 647

44-46 Nickajack Hales Bar Removal Study Report 1

44-47 800-Foot Main Lock Outlet System Study Report 32

44-48 Additional Spoil Area Studied Report 33

44-49 Construction Spec H27C-832 – Highway Bridge

44-50 Nickajack Hales Bar Removal Study Report 2

44-51 Nickajack Hales Bar Removal Study Report 3

44-53 Final Geologic Report

44-54 Spillway Discharge Tables

44-55 Hales Bar Removal Interim Navigation Study

44-56 Hales Bar Removal Second Interim Navigation Study

44-57 Allocation of Costs of Project

44-58 Surveys & Layout for Project

44-59 Index Test Conducted on Units 3 & 4

44-60 Index Test on Generating  Units 1 & 2

44-61 Excavations in Reservoir

44-100 Planning Report

44-134-1 Information for Consultants 9/17/63

44-134-2 Information for Consultants  8/2/61

 

Box 648

44-134-3 Information for Consultants   10/28/65

44-134-4 Information for Consultants 10/24/66

44-182 Consultant’s Report Nickajack   10/29/73

44-182 Consultant’s Report Nickajack  9/27/67

44-182-1 Consultants Report # 1 Nickajack Project 2/1/63

44-182-2 Consultants Report #2  9/1/63

44-182-3 Consultant’s Report  Nickajack 8/6/65

44-182-5 Consultant’s Report   10/27/66

44-200 Final Design Report Book 1 

44-200 Final Design Report Book 2 Appendices & Exhibits  part

 

Box 649

44-200 Final Design Report Book 2  Appendices & exhibits cont. 

44-300-VII-3 Final Report Summary Vol.1

44-300-VII-3 Final Report Summary Vol. II

44-300-VII-4 Initial Operation of Units 1-4 Vol. 1

44-300-VIII-1 Cemetery Relocation Report  (no Data)

44-300-VIII-2 Completion Report Utility Relocation

 

Box 650

44-300-IX-1 Final Cost of Project

44-400-A Nickajack Project 

DECATUR AREA STEAM PLANT  (45)

45-3 Preliminary Geologic Investigations

 

BREECH RIVER PROJECT  - HALEY CREEK DAM   (46)

46-3 Soil Exploration & Laboratory Testing

 

Box 651

BREECH RIVER PROJECT  - LOST CREEK DAM   (47)

47-3 Soils Exploration & Laboratory Testing

 

BREECH RIVER PROJECT – PINEY CREEK DAM (48)

48-3 Soil Exploration & Laboratory Testing

 

BREECH RIVER PROJECT – BROWNS CREEK DAM (49)

49-3 Soil Exploration & Laboratory Testing

 

Box 652

TELLICO PROJECT  (50)

50-1 Weekly Progress Reports   June 1967 – Sept. 1970

50-3 The Tellico Project

50-4 Highway & Railroad Reconnaissance for Reservoir

50-5 Preliminary Spillway Apron Studies Report 1

50-6 Spillway Studies, Water Surface Profiles & Pressures Report 2

50-8 Training Wall Pressure Study Report 3

50-9 Right Training Wall Differential Pressure Study Report 4

50-10 Spillway Apron Study  Report 5

50-11 Maximum Scour Studies Report 6

50-12 Baffle Block Force Studies Report 7

50-13 Left Training Wall Differential Pressure Study

50-15 Velocity and Wave Height Study Report 9

50-16 Tellico Area Planning Council A Progress Report

50-18 Environmental Statement  Draft

50-18 Environmental Statement Final Vol. I

50-18 Environmental Statement Final Vol. II

50-18 Environmental Statement Final Vol. III

50-23 Tellico Dam

50-23 Main Embankment at Tellico Dam  article

50-24 Design Concept & Operating & Maintenance Instructions for Spillway Gates

50-25 Draft Alternatives for Completing The Tellico Project Aug 1978

 

Box 653

50-25 Alternatives for Completing The Tellico Project

50-100 The Tellico Project on the Little Tennessee River

50-134-1 Information for Consultants 10/24/66

50-134-2 Information for Consultants  11/20/67

50-134-3 Information for Consultants  3/26/68

 

Box 654

50-134-4 Information for Consultants   3/24/74

50-134-5 Information for Consultants   10/21/74

50-134-6 Information for Consultants    1/13/75

50-134-7 Information for Consultants  4/7/75

50-134-8 Information for Consultants    10/6/75

50-134-9 Information for Consultants    2/23/76

50-134-10 Information for Consultants   07/26/76

 

Box 655

50-134-11 Information for Consultants   12/13/76

50182-1 to 9 Consultants Report 1  to 9

50-200 Final Design Report

50-300-VII-1 Interim Construction Report June 1969

50-300-VIII-1 Cemetery Relocation Completion Report

 

BREECH RIVER PROJECT – DRY CREEK DAM  (51)

51-3 Site Soils Exploration & Laboratory Testing

 

BREECH RIVER PROJECT – DRY BRANCH DAM (52)

52-3 Site Soils Exploration & Laboratory Testing

 

BREECH RIVER PROJECT – BIG CREEK DAM (53)

53-3 Site Soils Exploration & Laboratory Testing

 

Box 656

TIMS FORD DAM  (54)

54-1 Weekly Progress Report  March 1966 – Jan 1969 

54-3 Preliminary Geologic Investigations

54-4 The Tims Ford Project on the Elk River – Feasibility Report

54-5 Highway & Railroad Reconnaissance Report

54-6 Spillway Capacity Studies Report 1

54-7 Spillway Bucket Studies Report 2

54-8 Water Surface Profile & Pressures on Spillway

54-9 Erosion Studies, Report 4

54-10 Chute Spillway Capacity Study Report 5

54-12 Design of Chute Spillway Report 6

54-13 Foundation Studies

54-13 R2 Powerhouse Construction Spec No. D4C-831 – Concrete Placing

54-14 Powerhouse Construction Spec. No. D4C-831 - Concrete Placing

54-14 R1 Powerhouse Construction Spec. No. D4C-831 - Concrete Placing

54-15 Erosion Studies, Report 7        

54-16 Direct Shear Test of 36 inch Diameter Rock Cores    

54-17 Construction Spec No D4C-829 for Reservoir & Drainage

54-18 Chute Cavitation Calculations Report 8

54-19 Power Plus Demonstrated at Dam Site

54-21 Steel Penstock Design for Dam

54-24 Index test Conducted on Generating Unit

54-25 Hydro Project Operating Instruction for Unwatering Filling & Drainage System

54-26 Operating Instructions for Oil Systems

54-100 Tims Ford Project on the Elk River

54-134-1 Information for Consultants 10/24/66

 

Box 657

54-134-2 Information for Consultants            3/13/67

54-134-3 Information for Consultants11/20/67

54-134-4 Information for Consultants3/26/68

54-134-5 Information for Consultants 4/30/69

54-134-6 Information for Consultants 6/17/70

54-134-7 Information for Consultants 6/28/71

54-134-8 Information for Consultants 11/22/71

54-134-9 Information for Consultants 5/15/72

54-134-10 Information for Consultants 10/30/72

54-134-11 Information for Consultants2/6/73

54-182-1 to 9 Consultants Report

54-200 Final Design Vol.1

 

Box 658

54-200 Final Design Vol. 2  Appendices & Exhibits

54-300-VII-1 Final Construction Report 1966-1971 Reservoir & Dam

54-300-VII-2 Initial Operation of Unit 1

 

Box 659

54-300-VII-3 Final Construction Report (preliminary)

54-300-VII-3 Final Construction Report  (final)

54-300-VIII-1 Cemetery Relocation

54-300-VIII-2 Final Geologic Report

 

Box 660

54-300-VIII-3 Completion report Utility Relocation

54-300-IX-1 Final Cost of Project 1973

54-300-IX-1 Final Cost of Project 1973  

 

CANE CREEK   (55)

55-4 Development of Cane Creek in Elk River Basin 

 

BRISTOL FLOOD PROTECTION CLEAR CREEK (56)

56-1 Bristol Flood Protection Weekly Report  6/12/64 – 7/17/64

56-200 Final Design Report

 

BRISTOL FLOOD PROTECTION BEEVER CREEK DAM (57)

57 – 4 Dam Sit Soil Investigation & Laboratory Testing

 

LAND BETWEEN THE LAKES (58)

58-1 Weekly Progress Report April 1964 – Feb 1970

58-1 Short Shots from Lake   Nov 1969 – Jan 1971

58-1 TVA News Releases 1970

58-3 Crooked Creek Dam Soil Investigation & Laboratory Testing

 

Box 661

58-4 Long Creek Dam Soil Investigation & Laboratory Testing

58-5 LBL Annual report 1965 – 1966

58-6 Bear Creek Dam, Soil Investigation & Laboratory Testing

58-7 Construction Spec No LBLC-824 for Seeding LBL

58-8 A Demonstration In  Recreation Resource Development

58-9 Long Creek Dam Soil Investigation & Laboratory Testing

58-10 LBL Annual Report 1965 – 1967

58-11 Bards Creek Dam, Soil Investigation & Laboratory Testing

58-12 Construction Spec No LBLC-824 for Seeding LBL

58-13 A Demonstration I  Recreation Resource Development

58-300-VIII-1 Completion Report Utility Relocation

58-300-IX-1 Final Cost of LBL Project 7/1/71

 

BEAR CREEK PROJECT  (59)

59-1 Weekly Progress Report July 1968 – June 1969

59-3 Preliminary Geologic Investigations

59-3-1 Final Geologic Investigations Little Bear Creek Dam

59-6 Studies of Tunnel Stilling Basin Report 2

59-7 Project Description – Upper Bear Creek Experimental Project

59-8 Const. Spec No BCC-834  for Reservoir Clearing & Drainage

59-9 Spillway Capacity Studies Report 3

59-10 Spillway Studied Water Surface Profiles, Report 4

59-11 Little Bear Creek Dam Site Soil Investigation & Testing

59-12 Spillway Stilling Basin Studies Report 5

59-13 Spillway Studied Upstream Spoil Area

59-14 Cumulative Scour Studies Report  7

59-15 Spillway Studies Report 8

 

Box 662

59-16 Final Geologic Report

59-17 Upper Bear Creek Dam Soil Investigation & Lab. Testing

59-18 Upper Bear Creek Soil Investigation & Lab Testing

59-19 Draft Environmental Statement Bear Creek Project

59-19 Final  Environmental Statement Bear Creek Project

59-20 Archaeological Investigation in Little Bear Creek Reservoir

59-100-1 Development of Water Resources of the Bear Creek Watershed

59-100-2 Development of Water Resources of the Bear Creek Watershed supplement

 

Box 663

59-134-1 Information to Consultants  10/24/66

59-134-2 Information to Consultants  Cedar Creek Dam   5/16/66

59-134-3 Information to Consultants   Cedar Creek Dam 11/29/77

59-134-4 Information to Consultants   Cedar Creek Dam 5/16/78

59-134-5 Information to Consultants    Cedar Creek Dam 10/24/78

59-182-2 Cedar Creek Dam Hydro Board Report 2

59-182-3 Cedar Creek Dam Hydro Board Report  3

59-182-4 Cedar Creek Dam Hydro Board Report 4

59-182-5 Cedar Creek Dam Hydro Board Report 5

 

FRENCH BROAD RIVER BASIN  (60)

60-100 Development of Water Resources Planning Report

60-100 Development of Water Resources Condensed Planning Report

 

Box 664

60-100-1 Development of Water Resources  supplement

 

OOSTENAULA CREEK DAM SITE  (61)

61-3 Preliminary Geologic Investigation

 

CSB-USPHS  (62)

62-1 Weekly Progress Report CSB-USPHS 6/66-5/67

 

BROWNS FERRY NUCLEAR SITE  (63)

63-1 Weekly News Letter  9/66 – 9/70

63-3 Nuclear Plant X5  Soil Investigation

63-5 Browns Ferry Nuclear Power Station Design & Analysis Vol. 1

63-5 Browns Ferry Nuclear Power Station Design & Analysis Amendment 3

 

Box 665

63-5 Browns Ferry Nuclear Power Station Design & Analysis Amendment 4

63-5 Browns Ferry Nuclear Power Station Design & Analysis Amendment 5

63-5 Browns Ferry Nuclear Power Station Design & Analysis Amendment 6

63-5 Browns Ferry Nuclear Power Station Design & Analysis Amendment 7

63-5 Preliminary Intake-Outlet Design Studied Report 2

63-5 Preliminary Intake-Outlet Design Studied Report 1

63-9 Progress Report   #1 – 11  9/66 to 11/67

63-9 Progress Report # 11 & 14-18  11/67  to 6/68  

63-10 Steady Flow Requirement to Meet Water Quality Temperature

63-11 Background & Description Presented to Meeting

63-12 TVA’s First Nuclear Plant   article

 

Box 666

63-13 Solid Wastes System Report 5

63-14 Forces on Recommended Diffuser Pipes Report 6

63-15 Unit 3 Plant Limestone County

63-16 Solid Waste System Report 7

63-17 Fuel Supply Contract 66P-76-T1 GE

63-18 Earthquake Analysis & Intake Channel

63-20 Progress Report 12.  12/67

63-21 Progress Report 13  1/68

63-22 General Electric Analysis & Experimental Programs

63-23 International Hydraulic of Cooling Water Diffuser

63-24 Const. Spec N1A-837  Preparation of Concrete Surfaces

63-28 Progress  Report 20  6/68

63-29 Design of Chimney

63-30 Progress Report 19  7/68

63-31 Design of Chimney

63-33 Civil Engineering  Features Browns Ferry Nuclear Plant

63-34 TVA’s Brown Ferry Nuclear Plant

63-36 United States Biggest Nuclear Power Plant

63-37 Draft  Environmental Statement Units 1, 2 & 3

63-37-S1 Draft Environmental Statement Supplement & Additions

63-37 Final Environmental Statement Vo. 1

 

Box 667

63-38 Prediction & Control of Water Temperatures in Wheeler Reservoir

63-46 Calibration of 6.065 Annubar Type 730  Report 22

63-48 Electrical Supply & Controls for Induced Draft Cooling Towers

63-51 Net Plant Heat Rate Acceptance Test Unit 1

63-52 Criteria & Bases for Design Changes

63-55 Calibration of Annubar Type 73

63-57 Protective Coating Specifications Suppression Chambers

63-59 National Outstanding Civil Engineering Achievement Award

63-62 Concluding Report on Effects of Postulated Pipe Failure

63-63 Provisions for Pump Runout Protection

63-65 Concluding Report Postulated Pipe Failure

63-68 Draft – Environmental Statement Cordove Transmission Line

63-68 Final – Environmental Statement Cordove Transmission Line

63-69 New Cooling Towers Foundation Investigation

 

Box 668

63-70 Anchorage Used for Tiedown of Torus Ring

63-71 Off-Gas System Charcoal Absorber

63-100 Units 1 & 2 Planning Report

63-100-1 Unit 3, Planning Report

63-200 Unit 3 Design & Analysis Report

63-200 Unit 3 Design & Analysis Report Amendment 2

63-200 Unit 3 Design & Analysis Report Amendment 3

63-200 Unit 3 Design & Analysis Report Amendment 4

63-200 Unit 3 Design & Analysis Report Amendment 5

63-200-1 Final Design Report Book 2 of 2  Oversize box 694

63-201 Final Design Report Book 1  part

 

Box 669

63-201 Final Design Report Book 1 cont.

63-300-VII-1 Final Construction Report Vol. 1

63-300-VII-1 Final Construction Report Vol. II

 

Box 670

63-300-VII-1 Final Construction Report Vol. III

63-300-VII-1 Final Construction Report Vol. IV

63-300-VII-2 Final Construction Report Addendum   part

 

Box 671

63-300-VII-2 Final Construction Report Addendum cont.

63-300-VIII-1 Completion Report Utility Relocations

63-300-VIII-2 Cemetery Relocation

63-300-IX-1 Final Cost of Browns Ferry Units 1-3

 

NORMANDY PROJECT (65)

65-1 Weekly & Daily Progress Reports   August 1972-May 1973

65-3 Preliminary Geologic Investigation for Columbia Dam Site

65-4 Upper River Development Columbia Reservoir Area

65-5 Preliminary Geologic Investigations from the Normandy Dam Site

65-6 Upper Duck River Region   Vol. 1 Population & Economy

65-6 Upper Duck River Region Vol. 2 Physical Environment

 

 Box 672

65-6 Upper Duck River Region Vol. 3 Housing

65-6 Upper Duck River Region Vol. 4 Government & Planning

65-6 Upper Duck River Region Vol. 5  Community Service

65-6 Upper Duck River Region Vol. 6  Goals, Policies & Plan

65-7 Draft Environmental Statement The Duck River Project

65-9 Reservoir Thermal Regime & Outflow Temperature

65-12 Draft Supplement to Final Environmental Statement

65-12 Final Supplement to Final Environmental Statement

65-13 Training Wall Pressures & Spillway Water Surface Profiles

65-14 Erosion & Wave Height – Velocity Characteristics

65-15 Columbia Project, Highway & Railroad Reconnaissance Report

65-19 Spillway Capacity Study

65-20 TVA Duck River Project in newsletter

65-21 Schemes for Reducing Vortex Action Near Piers

65-22 Hydrodynamic Pressures on Proposed Baffle Blocks

65-23 Results of Preliminary Erosion Studies

 

Box 673

65-24  

65-25 Stilling Basin Training Wall Heights

65-26 Final Design Erosion Studies

65-27 Spillway Water Surface Profiles

65-28 Velocity & Wave Height Characteristic

65-29 Final Geologic Report

65-30 Revised Final Design Erosion Studies

65-31 Columbia Dam

65-32 Third Report on Salvage Project

65-33 Survey of Traditional Architecture & Related Material

65-34 Preliminary Studies of Columbia Dam Alternatives

65-35 Report to OMB on Columbia Dam Alternatives

65-100 The Columbia Project on the Duck River Planning Report

65-100-1 The Duck River Project Normandy & Columbia Reservoirs

 

Box 674

65-134-1 Normandy-Columbia Dams Information for Consultants  May 1972 

65-134-2 Duck River Project

65-134-2 Normandy-Columbia Dams Information for Consultants   Oct. 1972

65-134-3 Normandy-Columbia Dams Information for Consultants   Jan 1973

65-134-4 Normandy-Columbia Dams Information for Consultants   Sept. 1973

65-134-5 Normandy-Columbia Dams Information for Consultants   March 1974

65-134-6 Normandy-Columbia Dams Information for Consultants   Oct 1974

 

Box 675

65-134-7 Normandy-Columbia Dams Information for Consultants  April 1975

65-134-8 Normandy-Columbia Dams Information for Consultants   Oct. 1975

65-134-9 Normandy-Columbia Dams Information for Consultants   July 1976

65-134-9 Duck River Project

65-134-10 Duck River Project

65-134-10 Normandy-Columbia Dams Information for Consultants   Dec 1976

65-134-11 Normandy-Columbia Dams Information for Consultants    May 1977

65-134-12 Normandy-Columbia Dams Information for Consultants    Nov 1977

65-134-13 Normandy-Columbia Dams Information for Consultants    Oct. 1978

65-182-1 Normandy-Columbia Dams Hydro Board Report 1

65-182-2 Normandy-Columbia Dams Hydro Board Report 2

65-182-3 Normandy-Columbia Dams Hydro Board Report 3

65-182-4 Normandy-Columbia Dams Hydro Board Report 4

65-182-5 Normandy-Columbia Dams Hydro Board Report 5

65-182-6 Normandy-Columbia Dams Hydro Board Report 6

65-182-7 Normandy-Columbia Dams Report 7

65-182-8 Normandy-Columbia Dams Report 8

65-182-9 Normandy-Columbia Dams Report 9

65-182-10 Normandy-Columbia Dams Report 10

65-182-11 Normandy-Columbia Dams  Report 11

65-182-12 Normandy-Columbia Dams  Report 12

 

Box 676

65-200 Final Design Report

65-300-VIII-1  Cemetery Relocation Completion Report

 

SUGAR CREEK DAM SITE, ELK RIVER  (66)

66-3 Preliminary Geologic Investigation of Sugar Creek Dam Site on Elk River

66-3 – 2P Preliminary Geologic Investigation of Sugar Creek Dam Site on Elk River

 

SEVIERVILLE FLOOD CONTROL PROJECT (67)

67-200 Final Sevierville Flood Protection Project

67-300 Report of Construction Activities

67-300-VIII-1 Sevierville Flood Project Completion Report Utility Relocation

67-300-IX-1 Final Cost of Flood Control Facilities

           

YELLOW CREEK PROJECT (68)

68-3 Environmental Statement

68-11 Computer Utilization for Advanced Control Concept

68-14 TVA Yellow Creek Nuclear Plant Proposed Draft 

68-14 Draft Environmental Statement Unit 1 & 2 Vol. 1.

 

Box 677

68-14 Draft Environmental Statement Unit 1 & 2 Vol. 2

68-18 Management of Plant Pipe Support Program

68-100 The Yellow Creek Port Project

68-100 –1         The Yellow Creek Port  Planning Report

68-300-IX-1     Final Cost of Project

 

COEBURN FLOOD CONTROL PROJECT (69)

69-200 Coeburn Flood Protection Project

69-300-VII-1 Coeburn Virginia Flood Relief

69-300-IX-1 Final Cost of Flood Control Facilities

 

OLIVER SPRINGS PROJECT (70)        

70-1 Oliver Springs Project Status Report Sep. 1969

70-100 Redevelopment Program Planning Report

70-300-VIII-1 Completion Report Utility Relocation

 

CUMBERLAND STEAM PLANT (71)

71-1 Weekly Newsletter  March 1968 – Sept 1970

71-6 Relocation & Modification of Intake Skimmer Wall

71-7 Condenser Cooling Water Discharge Canal

71-8 1:26 Scale Study Model

71-9 Optimum Heat Rejection System to Satisfy Water Quality

71-10 TVA’s 2600 MW Cumberland Steam Plan

71-11 Condenser Cooling Water Discharge Canal Flow

71-17 Study – Differential Temperatures on Steel Chimney Liners

 

Box 678

71-21 Heat Rate Acceptance Test Report

71-23 Unit 1 Foundation Investigations

71-24 Unit 1 Foundation Investigations

71-25 How to Move Inland Coal By Water

71-26 TVA/BBC/B&W Joint Paper for Power Conference

71-28 Project Cost & Schedule Summary Units 1 & 2

71-100 Units 1 &  Planning report incomplete

71-300-VIII-1  Utility Relocation Completion Report

 

SEQUOYAH NUCLEAR PLANT  (72)

72-1 Weekly Newsletter 5/69 to 9/70

72-4 Some Civil Engineering Features of TVA’s Plant

72-5 Condenser Cooling Water Diffuser Schemes

72-7 Construction Spec N2-848 for Transit Mixed Concrete

72-8 Construction Spec N2-849 for Water Proofing

72-14 Draft- Sequoyah Ice Condenser Container Structures

72-14 Final Sequoyah Ice Containment Structure

72-15 Westinghouse/TVA Sequoyah Nuclear Station

 

Box  679

72-15 Articles on Sequoyah by TVA & Westinghouse

72-17 Final Environmental Statement Units 1 & 2

72-17 Draft Environmental Statement Units 1 & 2

72-18 Final Paper for Instrument Society of America

72-18-1 Draft  & Final 18 Annual Southeastern Conference & Exhibit

 

Box 680

72-21 Stability Analysis of Containment Vessel

72-21S Stability Analysis of Containment Vessel supplementary information

72-22 Evaluation of Effect of Postulate Pipe Failures

72-24 Thermal Behavior of 1000-ft steel Chimney Liner

72-25 Effect of Change in Concrete Modulus Used for Seismic Analysis

 

Box 681

72-26 Application for Computers to Remote Control of Cooling Towers

72-28 Abstract: Lamellar Tearing In Pipe Rupture Restraint Treatment

72-29 Bellows Expansion Join Response

72-30 Radiation Monitoring

72-34 Effects of Secondary Containment Air Cleanup System

72-35 Improvement of Condensate Polisher Performance

72-36 Unit 2 Auxiliary Feedwater System

72-37 Dynamic Earthquake Analysis

72-100 Unit 1 & 2 Planning Report OEDC Portion only

72-200 Final Design Report Book 1   part

 

Box 682 

72-200 Final Design Report Book 1  cont.

72-200 Sequoyah Final Design Report Book 2 of 2  Oversize box 694

72-200 Sequoyah Plant Final Design Report   Oversize box 694

72-300-VIII-1 Completion Report Utility Relocation

72-300-VIII-2 Cemetery Relocation

 

BUFFALO SCENIC RIVERWAY (73)

73-100 Buffalo Scenic Riverway

 

LITTLE BEAR CREEK PROJECT (74)

74- 3 Spillway Performance

74-4 Howell Bunger Valve Containment Structure Studies

74-5 Chute Cavitation Calculations

74-6 Spillway Performance Studies  Spillway & Chute Geometry Report 4

74-7 Spillway Performance Studies  Wave Heights Report 5

74-8 Spillway Performance Studies Revised Spillway & Chute Geometry  Report  6

74-9 Spillway Performance Studies  175 –foot Crest Report 7

74-10 Spillway Chute Performance Report 8

74-11 Spillway Performance Studies Quadruple Slot

74-12 Upstream Separation Eddy

74-300-VIII-1 Cemetery Relocation Completion Report

 

MILLS RIVER DAM & RESERVOIR (75)

75-5 Draft Environmental Statement Mills River Dam & Reservoir

 

HARRIMAN-ROCKWOOD INDUSTRIAL CORRIDOR (76)

76-3 General Practices in Emission Control for Electrical Arc Furnaces

76-4 Concepts of Gas Cleaning Systems

76-5 Concept of Integrated Waste Treatment Systems

76-6 Proposal to Study an Integrated Treatment System

 

THOMAS H. ALLEN STEAM PLANT (77)

77-1 Allen Addition Branch Weekly Progress Reports  5/70 – 12/72

 

Box 683

77-3 Draft Environmental Statement Gas Turbine Peeking Plant

77-4 Environmental Statement Allen Gas Turbines Units 1-16

77-5 Environmental Statement Gas Turbines Peeking Plant Additions Units 17-20

77-300-VII-1 Prefabrication & Erection of Unit 1 Electrostatic Precipitator

77-300-VIII-1 Completion Report Utility Relocation

77-300-IX-1 Final Cost of Units 17-20

77-300-IX-2 Final Cost Installation of Electrostatic Precipitators    

77-300-IX-3 Final Cost of Gas Turbines Units 1-16

 

SHELBY  (78)

78-3 Shelby 500KV Substation & Transmission Lines Connections

 

USPHS (80)

80-1 Daily Progress Report  Composting Plant 6/66 – 6/67

80-2 Composting Plant Monthly Report 6/66 to 6/67

80-3 Solid Waste Research Facility- Johnson City Composting Plant

 

Box 684

80-4 Municipal Composting Research at Johnson City

80-300-VII-1 Construction Report – Joint US Public Health – TVA Composting Project

 

BELLEFONTE NUCLEAR PLANT (81)

81-4 Draft Environmental Statement Vol. 1 part

 

Box 685

81-4 Draft Environmental Statement Vol. 1 cont.

81-5 Draft Environmental Statement Vol. 2

81-6 Application of Generator Load Break Switches

81-5 Discussion of Application of  Load Break Switches

81-5 Closure of  Application of  Load Break Switches

81-7 Design Advantage of Generator Load Break Switches

81-9 Design of Prestressed Concrete Containment                                       

81-9 Summary of Design of Prestressed Concrete Containment

81-10 Unit 1 & 2 Final Environmental Statement Vol. 1

81-10 Unit 1 & 2 Final Environmental Statement Vol. 2

 

Box 686

81-14 Reactor Pressure Vessel Support

81-15 Utilization of Solid State Control

81-16 Primary Containment – Analysis of Test

81-17 Design & Installation of Corrosion Resisting Liners

81-18 Evaluation of Effects Postulated Pipe Rupture

81-23 Narrative for Slides Presented to Convention for Technical Paper

81-24 Separation Distances For Process Piping

81-300-VIII-1 Cemetery Relocation

 

BRICEVILLE FLOOD PROJECT (82)

82-3 Draft Environmental Statement Flood Relief Project

82-3 Final Environmental Statement Flood Relief Project

 

HARTSVILLE NUCLEAR PLANT  (83)

83-4 Draft Environmental Statement

 

Box 687

83-4 Final Environmental Statement Vol. 1

83-4 Final Environmental Statement Vol.2

83-7 Reactor Safety Implications Posed by Natural Gas Transmission Pipeline

83-10 Construction Facilities at Plant

83-11 Change From Multiple to Single Pipe Discharge

83-13 Socioeconomic Monitoring & Mitigation Report

83-15 Traffic Analysis for Large Construction Project

83-300-VIII-1 Cemetery Relocation

 

CLINCH RIVER BREDER REACTOR PROJECT (84)

84-3 Clinch River Site Progress Reports 1972-1973

84-4 Breeder Backgrounder

84-5 Clinch River Breeder Reactor Project1974 Technical Progress Report

84-6 Clinch River Breeder Reactor Project article

 

CAMP BRECKENRIDGE (85)

85-300-VIII-1 Completion Report Utility Relocations

 

Box 688

TIMBERLAKE NEW COMMUNITY (86)

86-3 Draft Environmental Statement Timberlake New Community

 

PHIPPS BEND NUCLEAT PLANT (87)

87-6 Draft Environmental Statements Units 1 & 2  Vol. 1

87-6 Draft Environmental Statement Unit 1 & 2 Vol. 2

87-6 Final Environmental Statement Unit 1 & 2 Vol. 1

87-6 Final Environmental Statement Unit 1 & 2 Vol. 2

87-12 Velocity Distribution in Wedge-Wire Screen Test Facility

87-13 Cooling Tower PB 1 Foundation Investigation

87-14 Cooling tower PB 2 Foundation Investigation

 

Box 689

0-3903 The Great Fall Leakage Project

 

Boxlist – folder title listing

TVA finding aids- not all projects, not all folders

 

OVERSIZE Box 690-694  TITLE LISTED IN SEQUENCE AS CROSS REFERENCE

 

Box 690

0-1401 Supreme Court of U.S

0-2469 Hydraulic & Power Drawing

0-3071A Holston River Hydro-electric project in TN & NC

0-3072 Holston River Hydro – Electric Project Cost of Power Output

0-3952 Planning & Plant for Heavy Construction

0-5564 Design & Construction of Dams in US

1-237 Wilson:  Mechanical & Dry out data Wilson Unit 20, First Run

1-238 Wilson: Mechanical & Dry out data Wilson Unit 21

 

Box 691

1-239 Wilson: Mechanical & Dry out data Wilson Unit 19

1-240 Wilson: Mechanical & Dry out data Wilson Unit 20

2-344A Norris: Effects of High Water in Jan & Feb. 1937 Norris Reservoir

3-128 Wheeler: Complete Concrete Compression Test

3-492 Wheeler: Wilson Projects Branch Mechanical & Dry Out Data Unit 9

3-495 Wheeler: Wilson Project Branch Mechanical & Dry out data Wheeler Unit 10

 

Box 692

3-498 Wheeler: Wilson Project Branch Mechanical & Dryout Data Wheeler #11

3-502 Wheeler: Mechanical  & Dryout Data Wheeler Unit # 9

3-503 Wheeler: Wilson Project Branch Mechanical  & Dryout Data Wheeler Unit # 10

3-504 Wheeler: Mechanical  & Dryout Data Wheeler Unit # 11

4-557 Pickwick:  Archaeological Findings for Pickwick Reservoir

6-404 Guntersville: Archaeological Findings for Guntersville Reservoir

           

Box 693

6-446 Guntersville: Site Investigation Vol. 2

6-449 Guntersville: Appraisal of Mineral Rights GR 21-1826

7-337 Chickamauga: Acceptance Test on Efficiency & Cavitation  Contract TV 10603

7-466 Chickamauga: Cost & Force Report Comparison Summary

7-467 Chickamauga: Archaeological Findings for Chickamauga Reservoir

8-320 Kentucky: Flood Control Operations Kentucky

8-589 Kentucky: Appraisal of Mineral Rights

 

Box 694

9-254 Watts Bar: Site Investigations Vol. 2

63-200-1 Browns Ferry Nuclear Plant: Final Design Report Book 2 of 2

72-200 Sequoyah Nuclear Plant:  Final Design Report Book 2 of 2

72-200 Sequoyah Nuclear Plant:  Final Design Report

            Normandy -  Maps & Pictures Coded

            Columbia -  Maps & Pictures Coded

            Columbia Flood Plain Information

            “Voices in the Valley”  Remembering WWII (book)


Box 695

            Guntersville Panoramic Photograph

            482, 563, 564, 596, 570, 974, 974


Box 696

            Douglas Panoramic Photograph

            25, 146, 275, 433, 434, 696, 753, 754


Box 697

            Gilbertsville (KENTUCKY)  Panoramic Photograph

            139, 552, 553, 683. 890. 1225

            Group April 6, 1944 Knoxville with identifying list

 

Box 698

            Chickamauga Panoramic Photograph   1137

            Pickwick: 1094, 1201, 1522 &   Power House & Spillway   

            Wheeler: 13606

            Unidentified Dam

 

Box 699

            Photographs  8 X 10  Various  Images

            ES Series   ( General), Ft. Loudoun, Fontana, Wheeler, XBLF Series, GR Series

            TVA Book “ Voices In the Valley

 

Box 700

            Photographs  4  X  5  Various  

            A  -  Tims Ford

 

Box 701

            Photographs 

            Tellico  - Unidentified