Trenton Dam: Constructed 1949-1953 |
From inside the book
Results 6-10 of 18
Page 33
... horizontal forces , the walls were designed with heel cutoffs . To reduce the high stresses in some reinforcement bars caused by runoff saturation of backfill ( condition ( 5 ) ) a drain was placed between the counterforts immediately ...
... horizontal forces , the walls were designed with heel cutoffs . To reduce the high stresses in some reinforcement bars caused by runoff saturation of backfill ( condition ( 5 ) ) a drain was placed between the counterforts immediately ...
Page 34
... horizontal girders which connect to an arm diaphragm at each end of the leaf . The framework is interlaced with horizontal and vertical stiffening members , and upstream and downstream skinplates are fastened to the framework . The ...
... horizontal girders which connect to an arm diaphragm at each end of the leaf . The framework is interlaced with horizontal and vertical stiffening members , and upstream and downstream skinplates are fastened to the framework . The ...
Page 35
... horizontal position -Bettent of counterweight Bottom seal seat El 2742.47 NOTE - Drum LEFT HAND DRUM AND GEAR UNIT Bridge support. X < 7 ^ Spillway 4 ' 21 ' - 0 21-030 Harmediate piers-- 42 ' 30 Rodial gates Crest El 274300 ' UPSTREAM ...
... horizontal position -Bettent of counterweight Bottom seal seat El 2742.47 NOTE - Drum LEFT HAND DRUM AND GEAR UNIT Bridge support. X < 7 ^ Spillway 4 ' 21 ' - 0 21-030 Harmediate piers-- 42 ' 30 Rodial gates Crest El 274300 ' UPSTREAM ...
Page 39
... horizontal section is about 5 feet 4 inches wide and 6 feet 6 inches high . The inclined sections were stacked three sections high , and the horizontal sections were installed side by side in the structure . For maintaining uniform ...
... horizontal section is about 5 feet 4 inches wide and 6 feet 6 inches high . The inclined sections were stacked three sections high , and the horizontal sections were installed side by side in the structure . For maintaining uniform ...
Page 40
... Horizontal leaf seat Class " C " bronze 1 8 Vertical leaf seat Class " C " bronze 2 9 Bonnet seat Class " D " bronze 2 • + Provide 8 parts No. 19 for each by - pass required . See specifications for by - pass details ASSEMBLY WITH ...
... Horizontal leaf seat Class " C " bronze 1 8 Vertical leaf seat Class " C " bronze 2 9 Bonnet seat Class " D " bronze 2 • + Provide 8 parts No. 19 for each by - pass required . See specifications for by - pass details ASSEMBLY WITH ...
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Common terms and phrases
abutment acre-feet aggregate backfill Berm blanket blockouts Brass Cap BUREAU OF RECLAMATION camber canal outlet cement centerline chute coarse concrete construction Contraction joint contractor control house crushed rock cubic yards cutoff trench dam embankment dam foundation designed discharge eleva emergency gate chamber Figure Float flood control gravel grout high-pressure gates Highway bridge Hitchcock County holes horizontal hydraulic hydrostatic head inlet intake structure layer Limits of special loads located loess material maximum metal Nebr north borrow operation pier Pierre shale piezometer Pipe handrail pounds per square pozzolan PROJ pump radial gate railroad reinforcement relocation Republican River reservoir water surface riprap River outlet Rolled embankment SCALE OF FEET second-feet Settlement point Shale surface SILT silty slope south borrow area special compaction specifications spillway structure steel stilling basin storage Sump Sump pump surface at elevation tests Trenton Dam upstream valve vertical walls water surface elevation
Popular passages
Page 51 - Design, Construction, Inspection and Repair of Unfired Pressure Vessels for Petroleum Liquids and Gases.
Page 99 - yd. cu. yd. lin. ft. lin. ft. lin. ft. Labor and materials by contractor Unit cost
Page 94 - yd. cu. yd. cu. yd. cu. yd. Labor and materials by contractor Unit cost
Page 96 - ft. lin. ft. lin. ft. lin. ft. Labor and materials by contractor Unit cost
Page 100 - cu. yd. Lump sum Lump sum Labor and materials by contractor Unit cost 2.00
Page 99 - 88 89 90 91 92 93 94 Property and pay item description Installing metal pipe, fittings, and valves less than 6 inches in diameter Installing metal pipe, fittings, and valves 6 inches
Page 25 - above the maximum water surface, to prevent the dam from being overtopped by waves. Factors influencing wave height and wave ride-up, including maximum wind velocity, direction and duration, offshore reservoir
Page 98 - ft. Ib. Ib. Ib. Ib. Ib. Ib. Ib. Labor and materials by contractor Unit cost