Trenton Dam: Constructed 1949-1953 |
From inside the book
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Page 14
... placed on a centerline profile . Structure locations were selected . Waterway openings were computed from drainage areas using the Talbot formula with C = 0.9 . Lengths of culverts were estimated by using standard fill sections at ...
... placed on a centerline profile . Structure locations were selected . Waterway openings were computed from drainage areas using the Talbot formula with C = 0.9 . Lengths of culverts were estimated by using standard fill sections at ...
Page 22
... placed in that area for slope protection . The slopes of the embankment were determined largely by the properties of the material , including density , shear strength , and load consolidation characteristics . A variable slope was ...
... placed in that area for slope protection . The slopes of the embankment were determined largely by the properties of the material , including density , shear strength , and load consolidation characteristics . A variable slope was ...
Page 23
... placed in the downstream slope for a seedbed for grass seeds . Various drought and frost resisting grasses in conjunction with a legume were planted to provide protection against erosion . A 12 - inch toe drain was constructed near the ...
... placed in the downstream slope for a seedbed for grass seeds . Various drought and frost resisting grasses in conjunction with a legume were planted to provide protection against erosion . A 12 - inch toe drain was constructed near the ...
Page 33
... caused by runoff saturation of backfill ( condition ( 5 ) ) a drain was placed between the counterforts immediately upstream from the stilling basin . ( c ) Drains .-- Drains were provided under or 333 (a) Floors (b) Walls.
... caused by runoff saturation of backfill ( condition ( 5 ) ) a drain was placed between the counterforts immediately upstream from the stilling basin . ( c ) Drains .-- Drains were provided under or 333 (a) Floors (b) Walls.
Page 34
... placed on top of the heel slab of the abut- ment walls . Drainage is collected by an embedded sewer - pipe drain located near the toe of the heel slab and is discharged into the stilling basin . 19. 42- by 30 - Foot Radial Gates . - A ...
... placed on top of the heel slab of the abut- ment walls . Drainage is collected by an embedded sewer - pipe drain located near the toe of the heel slab and is discharged into the stilling basin . 19. 42- by 30 - Foot Radial Gates . - A ...
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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