Palisades Dam and Powerplant, Constructed 1951-1957, Palisades Project, Idaho: Technical Record of Design and Construction |
From inside the book
Results 1-5 of 100
Page
... Spillway Location and type : Concrete crest and 28 - foot inside - diameter concrete - lined tunnel through left abutment controlled by two 20- by 50 - foot radial gates Elevation top of gate : 5620.0 Crest elevation : 5570.0 Capacity ...
... Spillway Location and type : Concrete crest and 28 - foot inside - diameter concrete - lined tunnel through left abutment controlled by two 20- by 50 - foot radial gates Elevation top of gate : 5620.0 Crest elevation : 5570.0 Capacity ...
Page ii
... SPILLWAY AND OUTLET WORKS A. Spillway and Outlet Works Design Criteria 22 . Design flood studies 23 . 24 . 25 . 26 . ( a ) Historical floods · ( b ) Development of the snowmelt flood ( c ) Rainfall analysis . . ( d ) Selection of the ...
... SPILLWAY AND OUTLET WORKS A. Spillway and Outlet Works Design Criteria 22 . Design flood studies 23 . 24 . 25 . 26 . ( a ) Historical floods · ( b ) Development of the snowmelt flood ( c ) Rainfall analysis . . ( d ) Selection of the ...
Page iv
... SPILLWAY AND OUTLET WORKS Page A. Intake Structures 141 62 . 20- by 50 - foot spillway radial gates and hoist 141 ( a ) Requirement 141 ( b ) General description • 146 ( c ) Gate design 146 ( d ) Radial gate hoist design 146 63 ...
... SPILLWAY AND OUTLET WORKS Page A. Intake Structures 141 62 . 20- by 50 - foot spillway radial gates and hoist 141 ( a ) Requirement 141 ( b ) General description • 146 ( c ) Gate design 146 ( d ) Radial gate hoist design 146 63 ...
Page x
... Spillway outlet channel . . . ( g ) Summary of excavation quantities Excavation in borrow areas ( a ) Borrow area K · · • ( b ) Borrow area K1 . ( c ) Borrow area K2 . ( d ) Borrow area K3 . ( e ) Borrow area K4 . ( f ) Borrow area K5 ...
... Spillway outlet channel . . . ( g ) Summary of excavation quantities Excavation in borrow areas ( a ) Borrow area K · · • ( b ) Borrow area K1 . ( c ) Borrow area K2 . ( d ) Borrow area K3 . ( e ) Borrow area K4 . ( f ) Borrow area K5 ...
Page xii
... Spillway tunnel • 185 . Spillway inclined shaft 186 . Power and outlet tunnel inclined shafts 187 . ( a ) Cutoff trenches . Excavation , rock , in open cut , at damsite . ( b ) Left abutment access road ( c ) Power and outlet tunnel ...
... Spillway tunnel • 185 . Spillway inclined shaft 186 . Power and outlet tunnel inclined shafts 187 . ( a ) Cutoff trenches . Excavation , rock , in open cut , at damsite . ( b ) Left abutment access road ( c ) Power and outlet tunnel ...
Contents
1 | |
10 | |
11 | |
17 | |
44 | |
48 | |
50 | |
56 | |
262 | |
265 | |
279 | |
285 | |
288 | |
293 | |
294 | |
300 | |
58 | |
71 | |
78 | |
84 | |
91 | |
98 | |
115 | |
122 | |
128 | |
132 | |
138 | |
141 | |
148 | |
154 | |
159 | |
177 | |
189 | |
200 | |
208 | |
215 | |
217 | |
220 | |
227 | |
235 | |
241 | |
249 | |
254 | |
302 | |
311 | |
312 | |
317 | |
327 | |
331 | |
339 | |
345 | |
349 | |
355 | |
361 | |
382 | |
389 | |
397 | |
405 | |
412 | |
419 | |
422 | |
425 | |
428 | |
435 | |
441 | |
448 | |
454 | |
458 | |
487 | |
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