Palisades Dam and Powerplant, Constructed 1951-1957, Palisades Project, Idaho: Technical Record of Design and Construction |
From inside the book
Results 1-5 of 58
Page iii
... beams 122 122 123 123 ( c ) Arch thrust slabs ( d ) Intermediate deck structure ( e ) Longitudinal beams above elevation 5535 . 127 127 127 ( f ) Bents above elevation 5535. . 128 ( g ) Abutment walls above elevation 5535 . ( h ) Bridge ...
... beams 122 122 123 123 ( c ) Arch thrust slabs ( d ) Intermediate deck structure ( e ) Longitudinal beams above elevation 5535 . 127 127 127 ( f ) Bents above elevation 5535. . 128 ( g ) Abutment walls above elevation 5535 . ( h ) Bridge ...
Page xiii
... beams -- Outlet intake ( c ) Power tunnel intake structure foundation ( d ) Thrust slabs and beams -- Power intake Outlet works anchor block . ( a ) Penstock and bypass . ( b ) Outlet pipe manifold . Spillway ... ( a ) Installation of ...
... beams -- Outlet intake ( c ) Power tunnel intake structure foundation ( d ) Thrust slabs and beams -- Power intake Outlet works anchor block . ( a ) Penstock and bypass . ( b ) Outlet pipe manifold . Spillway ... ( a ) Installation of ...
Page 92
... Beams with no web reinforcement .. 0.03 fc = Vc 60 75 90 105 Beams with properly designed web reinforcement ( when Vc is in excess of 0.06 fc web reinforcement should provide for total shear ) ____ _0.12 fc = v 240 300 360 420 Footings ...
... Beams with no web reinforcement .. 0.03 fc = Vc 60 75 90 105 Beams with properly designed web reinforcement ( when Vc is in excess of 0.06 fc web reinforcement should provide for total shear ) ____ _0.12 fc = v 240 300 360 420 Footings ...
Page 93
... beams . The upstream beams were made the same size and were reinforced similarly to the downstream beams . The design of the bridge beams and deck slab was checked for the assumption that a gate could bind , thus placing an increased ...
... beams . The upstream beams were made the same size and were reinforced similarly to the downstream beams . The design of the bridge beams and deck slab was checked for the assumption that a gate could bind , thus placing an increased ...
Page 94
... beam and slab deck span , designed in accordance with the AASHO loading criteria for trailer truck loadings of H 20 - S 16-44 . After the excavation for the spillway inlet structure was com- pleted , the bridge was redesigned ...
... beam and slab deck span , designed in accordance with the AASHO loading criteria for trailer truck loadings of H 20 - S 16-44 . After the excavation for the spillway inlet structure was com- pleted , the bridge was redesigned ...
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