Trenton Dam: Constructed 1949-1953 |
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... determined by model studies ) Gates : Three , 42 by 30 feet Stilling basin : Reinforced concrete with dentated sills River Outlets Outlets : Two Invert : Elevation 2710.00 Gates : Four , 6 by 7.5 feet ( two are in- stalled in each ...
... determined by model studies ) Gates : Three , 42 by 30 feet Stilling basin : Reinforced concrete with dentated sills River Outlets Outlets : Two Invert : Elevation 2710.00 Gates : Four , 6 by 7.5 feet ( two are in- stalled in each ...
Page 7
... determining physical properties of the undisturbed samples of loess , sands , and shale obtained at various depths ... determined by gravity tests at different depths in several drill holes . Leakage studies indicated that the allu ...
... determining physical properties of the undisturbed samples of loess , sands , and shale obtained at various depths ... determined by gravity tests at different depths in several drill holes . Leakage studies indicated that the allu ...
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... determined by ramming D. steel rod from bottom of jet hole Groundwater elevation at given date . SAND , silty , medium 200 SCALE OF FEET HORIZONTAL 600 80 100 150 SCALE OF FEET VERTICAL Figure 4. --Plan of exploratory holes in Trenton ...
... determined by ramming D. steel rod from bottom of jet hole Groundwater elevation at given date . SAND , silty , medium 200 SCALE OF FEET HORIZONTAL 600 80 100 150 SCALE OF FEET VERTICAL Figure 4. --Plan of exploratory holes in Trenton ...
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... determine the most economical route . A route through Trenton. 2,000 2,000 4,000 6,000 SCALE OF FEET RESERVOIR DATA Super Storage Flood Storage Dead Storage Conservation Storage 107,670 a1 - E1.2773 10 E1 . 2705 133,790 af E1.2752 10 El ...
... determine the most economical route . A route through Trenton. 2,000 2,000 4,000 6,000 SCALE OF FEET RESERVOIR DATA Super Storage Flood Storage Dead Storage Conservation Storage 107,670 a1 - E1.2773 10 E1 . 2705 133,790 af E1.2752 10 El ...
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Constructed 1949-1953 United States. Bureau of Reclamation. determine the most economical route . A route through Trenton , Nebr . , was favored by the Bureau of Reclamation . Subsequently , the Bureau of Public Roads in conjunction with ...
Constructed 1949-1953 United States. Bureau of Reclamation. determine the most economical route . A route through Trenton , Nebr . , was favored by the Bureau of Reclamation . Subsequently , the Bureau of Public Roads in conjunction 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