Palisades Dam and Powerplant, Constructed 1951-1957, Palisades Project, Idaho: Technical Record of Design and Construction |
From inside the book
Results 1-5 of 96
Page x
... Zone 1 material . ( k ) Borrow area M -- Zone 2 material . ( 1 ) Borrow area M -- Zone 3 material . ( m ) Borrow area M1 ( n ) Borrow area M2 ( 0 ) Borrow area N • · • • 269 270 271 271 271 273 273 274 274 275 275 275 276 276 276 277 ...
... Zone 1 material . ( k ) Borrow area M -- Zone 2 material . ( 1 ) Borrow area M -- Zone 3 material . ( m ) Borrow area M1 ( n ) Borrow area M2 ( 0 ) Borrow area N • · • • 269 270 271 271 271 273 273 274 274 275 275 275 276 276 276 277 ...
Page xxi
... Zone 2 Palisades Dam , consolidation curves --Zone 2 51 52 • 35 . Palisades Dam , pore pressure curves -- Zone 2 54 36 . 42 . 37 . 38 . 39 . 40 . 41 . Piezometer terminal well with sump for 60 tips • Palisades Dam , typical gradation ...
... Zone 2 Palisades Dam , consolidation curves --Zone 2 51 52 • 35 . Palisades Dam , pore pressure curves -- Zone 2 54 36 . 42 . 37 . 38 . 39 . 40 . 41 . Piezometer terminal well with sump for 60 tips • Palisades Dam , typical gradation ...
Page xxv
... zone 1 blanket area of the dam 295 145 . Piezometer tip testing apparatus 298 146 . Upstream ends of tunnel portals after completion of open - cut excavation and prior to starting drilling of the tunnel sections 303 147 . View looking ...
... zone 1 blanket area of the dam 295 145 . Piezometer tip testing apparatus 298 146 . Upstream ends of tunnel portals after completion of open - cut excavation and prior to starting drilling of the tunnel sections 303 147 . View looking ...
Page 6
... zones : interior zone of impervious fine - grained material , intermediate zones of relatively impervious transition material , outer zones of pervious material , and a rockfill zone at the downstream toe . The upstream slope is ...
... zones : interior zone of impervious fine - grained material , intermediate zones of relatively impervious transition material , outer zones of pervious material , and a rockfill zone at the downstream toe . The upstream slope is ...
Page 10
... zones Through entire length of ANDESITE TALUS ANDESITE , weathered , broken ANDE SITE , firm to broken , bodly broken , 112 to 115 , 116 to 119,145 to 146 . 159 to 160 , 20 to 202 , 223 to 225 372 to 579 , 38 248 255 , 265 267 290 to ...
... zones Through entire length of ANDESITE TALUS ANDESITE , weathered , broken ANDE SITE , firm to broken , bodly broken , 112 to 115 , 116 to 119,145 to 146 . 159 to 160 , 20 to 202 , 223 to 225 372 to 579 , 38 248 255 , 265 267 290 to ...
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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