Palisades Dam and Powerplant, Constructed 1951-1957, Palisades Project, Idaho: Technical Record of Design and Construction |
From inside the book
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... Power : A 26 - foot inside - diameter concrete - lined tunnel ( downstream portion steel lined ) through left abutment terminating in four 14 - foot - diameter penstock branches to powerhouse . Two penstock bypass branches to outlet ...
... Power : A 26 - foot inside - diameter concrete - lined tunnel ( downstream portion steel lined ) through left abutment terminating in four 14 - foot - diameter penstock branches to powerhouse . Two penstock bypass branches to outlet ...
Page ii
... Power 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 ...
... Power 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 ...
Page iii
... Penstock manifolds 103 ( e ) Outlet works control house 107 ( f ) Stilling basin . 107 1. Hydraulic Design of Outlet ... POWER PENSTOCK AND OUTLET PIPES 53 . General description . 54 . Hydraulic design data 55. Economic penstock diameter ...
... Penstock manifolds 103 ( e ) Outlet works control house 107 ( f ) Stilling basin . 107 1. Hydraulic Design of Outlet ... POWER PENSTOCK AND OUTLET PIPES 53 . General description . 54 . Hydraulic design data 55. Economic penstock diameter ...
Page xxii
... Power penstock manifold and anchor block -- Plan elevation 5380.00 and sections 108 · 61 . Power penstock manifold and bypass anchor block 109 . 62 . Power penstock manifold anchor block -- Top plan and sections 110 63 . Concrete ...
... Power penstock manifold and anchor block -- Plan elevation 5380.00 and sections 108 · 61 . Power penstock manifold and bypass anchor block 109 . 62 . Power penstock manifold anchor block -- Top plan and sections 110 63 . Concrete ...
Page xxvi
... power tunnels -- Excavation . 150 . Outlet portal of spillway tunnel . . Page 308 310 151 . Looking upstream from ... penstock manifold 356 162 . Plan of outlet pipe manifold 357 163 . General view of field fabrication yard for penstock ...
... power tunnels -- Excavation . 150 . Outlet portal of spillway tunnel . . Page 308 310 151 . Looking upstream from ... penstock manifold 356 162 . Plan of outlet pipe manifold 357 163 . General view of field fabrication yard for penstock ...
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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