Palisades Dam and Powerplant, Constructed 1951-1957, Palisades Project, Idaho: Technical Record of Design and Construction |
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Page xxiii
... unit 3 . . 161 162 165 90 . Palisades Powerplant , general arrangement -- Plan elevation 5350.00 . . 168 91 ... unit bays (b) Service 165 158.
... unit 3 . . 161 162 165 90 . Palisades Powerplant , general arrangement -- Plan elevation 5350.00 . . 168 91 ... unit bays (b) Service 165 158.
Page xxiv
... unit 3 generator in Palisades Powerplant 212 118 . Control and station - service system -- Units 1 , 2 , 3 , and 4 and station - service single - line metering and relaying diagram 222 119 . General view of the main control board ( CSA ) ...
... unit 3 generator in Palisades Powerplant 212 118 . Control and station - service system -- Units 1 , 2 , 3 , and 4 and station - service single - line metering and relaying diagram 222 119 . General view of the main control board ( CSA ) ...
Page xxvii
... Unit 3 spiral case being prepared for a level check of the stay ring Page 374 173 . Installation of the spiral case for generating unit 4 • • 374 174 . View of turbine erection progress , showing turbine shaft installed in unit 2 ...
... Unit 3 spiral case being prepared for a level check of the stay ring Page 374 173 . Installation of the spiral case for generating unit 4 • • 374 174 . View of turbine erection progress , showing turbine shaft installed in unit 2 ...
Page 36
... unit ) weight in kips per cu . ft . ) minus ( uplift force area in sq . ft . ) ( 1 ft . ) ( unit weight of water in kips per cu . ft . ) tan ø computed separately for each zone through which the failure plane passes ; Σ CL = ( Cohesive ...
... unit ) weight in kips per cu . ft . ) minus ( uplift force area in sq . ft . ) ( 1 ft . ) ( unit weight of water in kips per cu . ft . ) tan ø computed separately for each zone through which the failure plane passes ; Σ CL = ( Cohesive ...
Page 42
... Unit wet weight Zone 1 12,215 Y2 Unit wet weight Zone 2 NET 4,089 SQ FT Y3 Unit wet weight Zone 3 3,435 Ya Unit wet weight Zone 4 Y , Unit wet weight foundation -3,054 C , Cohesion Zone 1 C2 - Cohesion Zone 2 C = Cohesion foundation ...
... Unit wet weight Zone 1 12,215 Y2 Unit wet weight Zone 2 NET 4,089 SQ FT Y3 Unit wet weight Zone 3 3,435 Ya Unit wet weight Zone 4 Y , Unit wet weight foundation -3,054 C , Cohesion Zone 1 C2 - Cohesion Zone 2 C = Cohesion foundation ...
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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