Trenton Dam: Constructed 1949-1953 |
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Page 7
... determining physical properties of the undisturbed samples of loess , sands , and shale obtained at various depths during the exploration operations . Logs and locations of some of the exploratory holes are shown on figure 4 . An ...
... determining physical properties of the undisturbed samples of loess , sands , and shale obtained at various depths during the exploration operations . Logs and locations of some of the exploratory holes are shown on figure 4 . An ...
Page 37
... determining the pressure drop across the nozzle . 22. Spillway Bridge . - A concrete bridge structure having a length of about 438 feet and a width about 26 feet was constructed over the spillway ( figs . 12 and 14 ) . The abutment ...
... determining the pressure drop across the nozzle . 22. Spillway Bridge . - A concrete bridge structure having a length of about 438 feet and a width about 26 feet was constructed over the spillway ( figs . 12 and 14 ) . The abutment ...
Page 48
... determining stresses for reinforcement design . The dome was assumed fixed to the mass concrete encasing the high - pressure gate frames , and the stresses used for determining the concrete thickness and reinforce- ment bar sizes were ...
... determining stresses for reinforcement design . The dome was assumed fixed to the mass concrete encasing the high - pressure gate frames , and the stresses used for determining the concrete thickness and reinforce- ment bar sizes were ...
Page 49
... determining factor in the selection of the pipe shell thickness , as this thickness was greater than that necessary to resist design load stresses . A thickness of one - fourth inch was selected for the pipe shell and one - half inch ...
... determining factor in the selection of the pipe shell thickness , as this thickness was greater than that necessary to resist design load stresses . A thickness of one - fourth inch was selected for the pipe shell and one - half inch ...
Page 54
... determining excavated quantities . As the dam embankment progressed , the upstream and downstream slopes were maintained to line and grade by setting either slope or grade stakes . It was neces- sary to set these stakes for ...
... determining excavated quantities . As the dam embankment progressed , the upstream and downstream slopes were maintained to line and grade by setting either slope or grade stakes . It was neces- sary to set these stakes for ...
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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