Trenton Dam: Constructed 1949-1953 |
From inside the book
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Page v
... slab 73 36 Placing concrete in a spillway pier with a crane and bucket 73 37 38 Laboratory technician preparing plastic tubing for installation of piezometer tip in the embankment Typical terminal well for 40 piezometer tips 77 78 39 40 ...
... slab 73 36 Placing concrete in a spillway pier with a crane and bucket 73 37 38 Laboratory technician preparing plastic tubing for installation of piezometer tip in the embankment Typical terminal well for 40 piezometer tips 77 78 39 40 ...
Page 17
... slab and buttress overflow crests , as was also the effect of the method of operating the gates to control the spillway discharge . The method of connecting the concrete spillway structure to the earth dam was given special ...
... slab and buttress overflow crests , as was also the effect of the method of operating the gates to control the spillway discharge . The method of connecting the concrete spillway structure to the earth dam was given special ...
Page 22
... slab and but- tress abutments . It is 90 feet in height and 438 feet in length . The overflow gravity sec- tion contains three 42- by 30 - foot steel radial gates for flood control and two 6- by 7.5- foot gated sluiceways for river ...
... slab and but- tress abutments . It is 90 feet in height and 438 feet in length . The overflow gravity sec- tion contains three 42- by 30 - foot steel radial gates for flood control and two 6- by 7.5- foot gated sluiceways for river ...
Page 23
... slab and buttress wing walls extending into the embankment on each side . The crest structure is ogee shaped with a 1 to 1 upstream slope . Discharge of the spillway is controlled by three 42 - foot - wide by 30 - foot - high radial ...
... slab and buttress wing walls extending into the embankment on each side . The crest structure is ogee shaped with a 1 to 1 upstream slope . Discharge of the spillway is controlled by three 42 - foot - wide by 30 - foot - high radial ...
Page 27
... slab and buttress design . Each inner panel has a base length of about 60 feet and a base width of about 75 feet . The outer panels are similar and are about 84 feet 6 inches long , tapering uniformly from the width of the inner panel ...
... slab and buttress design . Each inner panel has a base length of about 60 feet and a base width of about 75 feet . The outer panels are similar and are about 84 feet 6 inches long , tapering uniformly from the width of the inner panel ...
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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