Palisades Dam and Powerplant, Constructed 1951-1957, Palisades Project, Idaho: Technical Record of Design and Construction |
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Technical Record of Design and Construction United States. Bureau of Reclamation. Engin . Library TC 558 07 P3 058 63-61 General Information PALISADES DAM AND POWERPLANT Palisades Project --
Technical Record of Design and Construction United States. Bureau of Reclamation. Engin . Library TC 558 07 P3 058 63-61 General Information PALISADES DAM AND POWERPLANT Palisades Project --
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... PALISADES DAM AND POWERPLANT Palisades Project -- Idaho Purpose : The Palisades project is a multiple - purpose development involving irrigation , power , flood control , recreation , and fish and wildlife . Location : Palisades Dam is ...
... PALISADES DAM AND POWERPLANT Palisades Project -- Idaho Purpose : The Palisades project is a multiple - purpose development involving irrigation , power , flood control , recreation , and fish and wildlife . Location : Palisades Dam is ...
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... Palisades Dam and Power- plant is divided into three parts . Part I is devoted to general planning , historical infor- mation , a description of the features , a summary of costs , and geology . Part II contains six chapters covering ...
... Palisades Dam and Power- plant is divided into three parts . Part I is devoted to general planning , historical infor- mation , a description of the features , a summary of costs , and geology . Part II contains six chapters covering ...
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... Palisades Dam location map 2 • 2 . Palisades Dam reservoir area 4 3 Hydrographs ( years 1911 through 1920 ) -- South Fork Snake River 5 4. Location and logs of exploration holes . 10 11 16 18 • 8 . Palisades Dam and Powerplant ...
... Palisades Dam location map 2 • 2 . Palisades Dam reservoir area 4 3 Hydrographs ( years 1911 through 1920 ) -- South Fork Snake River 5 4. Location and logs of exploration holes . 10 11 16 18 • 8 . Palisades Dam and Powerplant ...
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... Palisades Dam , determination of safety factor -- Circle II 43 29 . Palisades Dam , determination of safety factor -- Circle III . 44 30 . Palisades Dam , determination of safety factor -- Circle IV 46 · 31 . 32 . Palisades Dam ...
... Palisades Dam , determination of safety factor -- Circle II 43 29 . Palisades Dam , determination of safety factor -- Circle III . 44 30 . Palisades Dam , determination of safety factor -- Circle IV 46 · 31 . 32 . Palisades Dam ...
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Common terms and phrases
acre-feet ALLUVIUM anchor bars ANCHOR BLOCK andesite axis Backfill bars Blockout borrow area BUREAU OF RECLAMATION butterfly valve channel concrete Construction joint control house Crest curves cutoff trench DENVER DETAIL discharge downstream elevation excavation expansion joint FACTOR OF SAFETY flood flow FORCE AREA ZONE foundation gravel Grout hoist hollow-jet valve inch inlet installed intake structure INTERIOR BUREAU KIPS left abutment load located maximum NORMAL FORCE AREA operation outlet pipe outlet tunnel Palisades Dam Palisades Reservoir penstock manifold percent piezometer plate pore pressure pounds per square power penstock power tunnel pump RECLAMATION PALISADES reinforcement reservoir reservoir water right abutment riprap rock sand SCALE OF FEET second-feet SECTION A-A silt slab slope spillway steel stilling basin stress TANGENTIAL FORCE AREA trashrack tubing turbine Unit wet weight UNITED STATES DEPARTMENT upstream wall water hammer water surface waterstop wet weight Zone zone 1 material
Popular passages
Page 169 - Design Codes and Data. - The following codes and design data were used: (1) "Recommended Practice and Standard Specifications for concrete and Reinforced Concrete, " Report of the Joint Committee on Standard Specifications (1940). (2) "Standard of Design for Concrete No. 3Yb (November 15, 1929), " US Navy Department, Bureau of Yards and Docks. (3)
Page 92 - Top bars are horizontal bars so placed that more than 12 inches of concrete is cast in the member below the bar. In case of uncertainties regarding classification of horizontal bars, use bond stress for top bars. * Deformations for high bond bars shall conform to the requirements of ASTMDesignation A.
Page 91 - The designs were based on the use of concrete having a compressive strength of 3,000 pounds per square inch at 28 days. A modular ratio of 10 was assumed. For unusual loading conditions, working stresses were permitted to exceed the allowable by 33 percent.
Page 128 - the 1943 edition of the API-ASME "Code for the Design, Construction, Inspection and Repair of Unfired Pressure Vessels for Petroleum Liquids and Gases.
Page 148 - As the valve is opened, water flows past the periphery of the needle in the shape of a cylindrical ring along the inside of the valve body. The splitters which support the needle cut this