Trenton Dam: Constructed 1949-1953 |
From inside the book
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... 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 outlet ) Discharge ...
... 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 outlet ) Discharge ...
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... studies of railroad , highway , and county road relocations . Discussions on the de- sign of the dam , spillway and river outlets , canal outlet works , and railroad structures are included in chapter III . Chapter IV contains ...
... studies of railroad , highway , and county road relocations . Discussions on the de- sign of the dam , spillway and river outlets , canal outlet works , and railroad structures are included in chapter III . Chapter IV contains ...
Page i
... studies ( a ) Railroad ( b ) Highway ( c ) County road 11 11 11 11 14 CHAPTER III -- DESIGN 9 . Hydraulic requirements 15 10 . Flood routing 15 ( a ) Tailwater computations 17 11 . Economic and other considerations 17 12 . River ...
... studies ( a ) Railroad ( b ) Highway ( c ) County road 11 11 11 11 14 CHAPTER III -- DESIGN 9 . Hydraulic requirements 15 10 . Flood routing 15 ( a ) Tailwater computations 17 11 . Economic and other considerations 17 12 . River ...
Page 1
... studies and exploration of the dam site were accelerated by the Congressional action in 1947. Re- sults of studies disclosed unfavorable foundation conditions , a higher than anticipated railroad relocation cost , and necessity for a ...
... studies and exploration of the dam site were accelerated by the Congressional action in 1947. Re- sults of studies disclosed unfavorable foundation conditions , a higher than anticipated railroad relocation cost , and necessity for a ...
Page 5
... studies of the dam foundation pro- gressed , it became obvious that some type of impervious cutoff would have to be incor- porated in the dam structure to control seepage . The Pierre shale , essentially a firm plastic shaley clay ...
... studies of the dam foundation pro- gressed , it became obvious that some type of impervious cutoff would have to be incor- porated in the dam structure to control seepage . The Pierre shale , essentially a firm plastic shaley clay ...
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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