Palisades Dam and Powerplant, Constructed 1951-1957, Palisades Project, Idaho: Technical Record of Design and Construction |
From inside the book
Results 6-10 of 100
Page 16
... walls 40 Axis of dam- Cutoff trench- Access rood Power trostrock Outlet trashrack 3 Riprap- El 5400 E 11,000 El 5520 El 5450 -El 5400 Cutoff trench + 5400 है GENERAL PLAN 200 O 200 400 600 SCALE OF FEET € 12,000 040 --Sto 8 + 00 N ...
... walls 40 Axis of dam- Cutoff trench- Access rood Power trostrock Outlet trashrack 3 Riprap- El 5400 E 11,000 El 5520 El 5450 -El 5400 Cutoff trench + 5400 है GENERAL PLAN 200 O 200 400 600 SCALE OF FEET € 12,000 040 --Sto 8 + 00 N ...
Page 19
... wall footings in the andesite composing the left abutment be provided with grout pipe con- nections . The distance the cutoff walls extend below the valley floor would depend on the slope of the andesite disclosed by foundation ...
... wall footings in the andesite composing the left abutment be provided with grout pipe con- nections . The distance the cutoff walls extend below the valley floor would depend on the slope of the andesite disclosed by foundation ...
Page 66
... wall polyethylene plastic tubing for transmittal of hydraulic pres- sures to gages located in the terminal well ... walls of the well are waterproofed . The embankment crossarm system is installed at station 17 + 10 , 40 feet up ...
... wall polyethylene plastic tubing for transmittal of hydraulic pres- sures to gages located in the terminal well ... walls of the well are waterproofed . The embankment crossarm system is installed at station 17 + 10 , 40 feet up ...
Page 68
... walls 3-0 of 6 Std steel pipe . -10-- 7 ' - 0 " Weld pipe to reinforce- SCALE OF INCHES Wood screws 214 Brass Weld 6 ... walls to be mounted either 30 ° from horizontal or 30 ° from plane of walls . Grout around entrance pipe shall be ...
... walls 3-0 of 6 Std steel pipe . -10-- 7 ' - 0 " Weld pipe to reinforce- SCALE OF INCHES Wood screws 214 Brass Weld 6 ... walls to be mounted either 30 ° from horizontal or 30 ° from plane of walls . Grout around entrance pipe shall be ...
Page 80
... WALL CONCRETE CUT - OFF WALLS CUT OFF TRENCH NO 3+ TUNNEL INLETS AND TRASHRACK STRUCTURES Slope depends on the amount of stripping 4 : 0 Max 26 " Min Axis of dam 20 : 0 D. Steel pipe Walkway Max ws . Et 5620.01,420,000 A. F 5--10 Crest ...
... WALL CONCRETE CUT - OFF WALLS CUT OFF TRENCH NO 3+ TUNNEL INLETS AND TRASHRACK STRUCTURES Slope depends on the amount of stripping 4 : 0 Max 26 " Min Axis of dam 20 : 0 D. Steel pipe Walkway Max ws . Et 5620.01,420,000 A. F 5--10 Crest ...
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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