Trenton Dam: Constructed 1949-1953 |
From inside the book
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Page iv
... backfill around conduit 45 22 21 Canal outlet works -- Gate chambers and stilling well details 46 23 22 23 Control house and stilling well for canal outlet works 48 Canal outlet works -- Gate installations 24 Government organization ...
... backfill around conduit 45 22 21 Canal outlet works -- Gate chambers and stilling well details 46 23 22 23 Control house and stilling well for canal outlet works 48 Canal outlet works -- Gate installations 24 Government organization ...
Page 7
... backfill provides a cutoff in the right abutment . This cutoff provides a percolation path about 740 feet long for water that may enter the pervious sands in the vicinity of the old river channel . Tests revealed that considerable ...
... backfill provides a cutoff in the right abutment . This cutoff provides a percolation path about 740 feet long for water that may enter the pervious sands in the vicinity of the old river channel . Tests revealed that considerable ...
Page 18
... backfilled with waste shale c . Sta . 22 + 75.22 2750 6 2725 YUS Highway 34 Telegraph line- Dam embankment : Stripping line Riprap on gravel blanket 3 " Crown 2.35 : 1 at 21 Selected sand 3 max . camber 4'Min . 2.5 kot zero camber 4-0 ...
... backfilled with waste shale c . Sta . 22 + 75.22 2750 6 2725 YUS Highway 34 Telegraph line- Dam embankment : Stripping line Riprap on gravel blanket 3 " Crown 2.35 : 1 at 21 Selected sand 3 max . camber 4'Min . 2.5 kot zero camber 4-0 ...
Page 24
... backfill outside the slopes of the dam embankment- --6 " Sand and gravel over inner layer of gravel . Drain - cemented joints CI Slotted dome strainer in lower half of perimeter 4Layer of bedding meterial 4 " Drains with cemented joints ...
... backfill outside the slopes of the dam embankment- --6 " Sand and gravel over inner layer of gravel . Drain - cemented joints CI Slotted dome strainer in lower half of perimeter 4Layer of bedding meterial 4 " Drains with cemented joints ...
Page 25
... Backfill drain outlet , left side only Max . T.W El . 2700.6 Q = 133,000 C.F.S. -140-6 . Crest of dam El . 2793.0 Spillway El 2773.00 , 42-0 8-0 8-0 E2743 00 140-6 -Chain link fence --Original ground surface , -Rolled embankment --24 ...
... Backfill drain outlet , left side only Max . T.W El . 2700.6 Q = 133,000 C.F.S. -140-6 . Crest of dam El . 2793.0 Spillway El 2773.00 , 42-0 8-0 8-0 E2743 00 140-6 -Chain link fence --Original ground surface , -Rolled embankment --24 ...
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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