Palisades Dam and Powerplant, Constructed 1951-1957, Palisades Project, Idaho: Technical Record of Design and Construction |
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Page xx
... Sample 6V - 370 25 12 . Palisades Dam , consolidation curves --Sample 6V - 373 26 13 . 14 . Palisades Dam , consolidation curves --Sample 6V - 374 Palisades Dam , consolidation curves --Sample 6V - 375 27 28 15 . Palisades Dam ...
... Sample 6V - 370 25 12 . Palisades Dam , consolidation curves --Sample 6V - 373 26 13 . 14 . Palisades Dam , consolidation curves --Sample 6V - 374 Palisades Dam , consolidation curves --Sample 6V - 375 27 28 15 . Palisades Dam ...
Page 12
... samples of the core were submitted for examina- tion along with the word description in the geologic logs , that the portion of the clay - silt series at least in the powerhouse area is far more competent than had been originally ...
... samples of the core were submitted for examina- tion along with the word description in the geologic logs , that the portion of the clay - silt series at least in the powerhouse area is far more competent than had been originally ...
Page 19
... sample of imper- vious material placed at approximately laboratory optimum condition ( laboratory sample 6V - 369 ) . Other values used were as shown in the following tabulation : Dry unit weight , Moisture content , Unit weight in ...
... sample of imper- vious material placed at approximately laboratory optimum condition ( laboratory sample 6V - 369 ) . Other values used were as shown in the following tabulation : Dry unit weight , Moisture content , Unit weight in ...
Page 20
... samples of zone 1 material considered in the analyses are shown in figure 9 . Total stress versus pore pressure curves were developed for each embankment sample placed at the various conditions tested . The analysis was based on the ...
... samples of zone 1 material considered in the analyses are shown in figure 9 . Total stress versus pore pressure curves were developed for each embankment sample placed at the various conditions tested . The analysis was based on the ...
Page 21
... Sample Identification ] Laboratory Sample No. Field Designation Depth of. 22 21 (e) Power tunnel.
... Sample Identification ] Laboratory Sample No. Field Designation Depth of. 22 21 (e) Power tunnel.
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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