Palisades Dam and Powerplant, Constructed 1951-1957, Palisades Project, Idaho: Technical Record of Design and Construction |
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... penstock branches to powerhouse . Two penstock bypass branches to outlet works control house are each controlled by one 7.5- by 9 - foot slide gate . Bypass capacity at reservoir elevation 5620.0 is 14,000 second - feet . Powerplant ...
... penstock branches to powerhouse . Two penstock bypass branches to outlet works control house are each controlled by one 7.5- by 9 - foot slide gate . Bypass capacity at reservoir elevation 5620.0 is 14,000 second - feet . Powerplant ...
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... Penstock System Design 33 . Hydraulic capacities 96 34 . Selection of outlet works arrangement . 99 35 . Description of outlet works and penstock system 99 ( a ) General 99 ( b ) Intake structures · 99 ( c ) Tunnels . . 103 CONTENTS ...
... Penstock System Design 33 . Hydraulic capacities 96 34 . Selection of outlet works arrangement . 99 35 . Description of outlet works and penstock system 99 ( a ) General 99 ( b ) Intake structures · 99 ( c ) Tunnels . . 103 CONTENTS ...
Page iii
... Penstock manifolds 103 ( e ) Outlet works control house 107 ( f ) Stilling basin . 107 1. Hydraulic Design of Outlet Works 36 . 37 . Discharge capacities Hydraulic losses · 115 115 121 38 . Stilling basin design . 2. Structural Design ...
... Penstock manifolds 103 ( e ) Outlet works control house 107 ( f ) Stilling basin . 107 1. Hydraulic Design of Outlet Works 36 . 37 . Discharge capacities Hydraulic losses · 115 115 121 38 . Stilling basin design . 2. Structural Design ...
Page ix
... penstock manifolds , 254 etc. 137 . 138 . B. Minor Contracts 254 General . 254 • Roads and bridges ( a ) Earthwork and structures ( b ) Surfacing and earthwork . ( c ) Bridges 254 255 255 C. Government and Contractors ' Organization ...
... penstock manifolds , 254 etc. 137 . 138 . B. Minor Contracts 254 General . 254 • Roads and bridges ( a ) Earthwork and structures ( b ) Surfacing and earthwork . ( c ) Bridges 254 255 255 C. Government and Contractors ' Organization ...
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... PENSTOCKS AND MANIFOLDS A. Fabrication of Penstock and Outlet Manifolds 210 . General 211 . 212 . 213 . 214 . • Contractor's activities · · ( a ) Construction of the fabricating plant Fabrication methods ( a ) General ( b ) Welding ...
... PENSTOCKS AND MANIFOLDS A. Fabrication of Penstock and Outlet Manifolds 210 . General 211 . 212 . 213 . 214 . • Contractor's activities · · ( a ) Construction of the fabricating plant Fabrication methods ( a ) General ( b ) Welding ...
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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