Trenton Dam: Constructed 1949-1953 |
From inside the book
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Page 37
... percent more than the weight of the displaced water when completely submerged . The buoyant effect of water on the ... percent of the normal output torque of the center - drive unit at normal working stresses , and also for 50 percent of ...
... percent more than the weight of the displaced water when completely submerged . The buoyant effect of water on the ... percent of the normal output torque of the center - drive unit at normal working stresses , and also for 50 percent of ...
Page 39
... percent open , the river outlets have a capacity of 1,000 second - feet with the reservoir water surface at elevation 2720.0 . Air inlet connections on the downstream frames of the regulating gates are con- nected to a 12 - inch vent ...
... percent open , the river outlets have a capacity of 1,000 second - feet with the reservoir water surface at elevation 2720.0 . Air inlet connections on the downstream frames of the regulating gates are con- nected to a 12 - inch vent ...
Page 51
... percent open , the reservoir water surface at elevation 2720.0 , and the canal water surface at elevation 2705 , the canal outlet works has a capacity of 300 second - feet . Air inlet connections , connected to vent pipes , are provided ...
... percent open , the reservoir water surface at elevation 2720.0 , and the canal water surface at elevation 2705 , the canal outlet works has a capacity of 300 second - feet . Air inlet connections , connected to vent pipes , are provided ...
Page 66
... percent dry of optimum , the tamping rollers were effective in compacting a depth of 3 feet or more of embankment . The number of density tests taken , together with the percent of acceptable tests , are indicated below for the entire ...
... percent dry of optimum , the tamping rollers were effective in compacting a depth of 3 feet or more of embankment . The number of density tests taken , together with the percent of acceptable tests , are indicated below for the entire ...
Page 67
... percent of the aggregate consisted of chert which reacted deleteriously with high - alkali cement . The aggregate contained an excess of deeply weathered and otherwise unsound particles , but because of the good service of this ...
... percent of the aggregate consisted of chert which reacted deleteriously with high - alkali cement . The aggregate contained an excess of deeply weathered and otherwise unsound particles , but because of the good service of this ...
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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