Palisades Dam and Powerplant, Constructed 1951-1957, Palisades Project, Idaho: Technical Record of Design and Construction |
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... gates Elevation top of gate : 5620.0 Crest elevation : 5570.0 Capacity : 48 , 400 second feet with water surface elevation 5621.0 Outlet Works River : A 26 - foot inside - diameter concrete - lined tunnel ( downstream portion steel ...
... gates Elevation top of gate : 5620.0 Crest elevation : 5570.0 Capacity : 48 , 400 second feet with water surface elevation 5621.0 Outlet Works River : A 26 - foot inside - diameter concrete - lined tunnel ( downstream portion steel ...
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... gates and hoist 141 ( a ) Requirement 141 ( b ) General description • 146 ( c ) Gate design 146 ( d ) Radial gate hoist design 146 63 . Trashracks for outlet and power intake structures ( a ) Description 146 147 ( b ) Construction 64 ...
... gates and hoist 141 ( a ) Requirement 141 ( b ) General description • 146 ( c ) Gate design 146 ( d ) Radial gate hoist design 146 63 . Trashracks for outlet and power intake structures ( a ) Description 146 147 ( b ) Construction 64 ...
Page xviii
... gates and frames 419 ( a ) General 419 ( b ) Sequence of erection work 419 ( c ) Installation of gate frame 419 ( d ) ... gates 426 ( a ) General 426 269 . ( b ) Installation of 7.5- by 9 - foot outlet gates ( c ) Installation of ring ...
... gates and frames 419 ( a ) General 419 ( b ) Sequence of erection work 419 ( c ) Installation of gate frame 419 ( d ) ... gates 426 ( a ) General 426 269 . ( b ) Installation of 7.5- by 9 - foot outlet gates ( c ) Installation of ring ...
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... gate opening Palisades Dam outlet works --Flow net at tunnel inlet 116 · 118 120 70 . Palisades Dam outlet works ... gate , embedded metalwork-- Anchor bolts and bolt settings . . 142 76 . 20- by 50 - foot radial gate , embedded ...
... gate opening Palisades Dam outlet works --Flow net at tunnel inlet 116 · 118 120 70 . Palisades Dam outlet works ... gate , embedded metalwork-- Anchor bolts and bolt settings . . 142 76 . 20- by 50 - foot radial gate , embedded ...
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... gate hoists 153 84 . 96 - inch ring - follower and 7. 5- by 9 - foot outlet gates-- Installation drawing 155 85 . Ring - follower and outlet gates -- Control installation 158 86 . Ring - follower and outlet gates control -- Operating ...
... gate hoists 153 84 . 96 - inch ring - follower and 7. 5- by 9 - foot outlet gates-- Installation drawing 155 85 . Ring - follower and outlet gates -- Control installation 158 86 . Ring - follower and outlet gates control -- Operating ...
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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