Trenton Dam: Constructed 1949-1953 |
From inside the book
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Page 1
... head of the lake for the town of Trenton . Alternative sites west of Trenton were studied and a site 2 miles west of Trenton was finally selected as the best suited topographically and geologically , which also afforded the most ...
... head of the lake for the town of Trenton . Alternative sites west of Trenton were studied and a site 2 miles west of Trenton was finally selected as the best suited topographically and geologically , which also afforded the most ...
Page 30
... Head and jamb Similar Sta 30 + 18.00- -Sill Shims Caulking- LOUVER DETAIL Highway Driage Sta . 30 + 0000 ~ 26-0 ° 1277 Axis of spillway crest Sta . 30 + 12.00 Type Z metal seal ing strip Grout outlets -40 Sta 30 + 19.00 . Highway bridge ...
... Head and jamb Similar Sta 30 + 18.00- -Sill Shims Caulking- LOUVER DETAIL Highway Driage Sta . 30 + 0000 ~ 26-0 ° 1277 Axis of spillway crest Sta . 30 + 12.00 Type Z metal seal ing strip Grout outlets -40 Sta 30 + 19.00 . Highway bridge ...
Page 32
... head at upstream edge to zero hydrostatic head at the downstream edge and acting over entire base area . ( 4 ) Reservoir water surface at elevation 2785.0 and gates open ; uplift corre- sponding to a reservoir water surface at elevation ...
... head at upstream edge to zero hydrostatic head at the downstream edge and acting over entire base area . ( 4 ) Reservoir water surface at elevation 2785.0 and gates open ; uplift corre- sponding to a reservoir water surface at elevation ...
Page 33
... head measured from the saturation level at the heel and varying linearly to the hydrostatic head at the toe of the wall . The following loading conditions were assumed : ( 1 ) Embankment dry with no water in the inlet channel . ( 2 ) ...
... head measured from the saturation level at the heel and varying linearly to the hydrostatic head at the toe of the wall . The following loading conditions were assumed : ( 1 ) Embankment dry with no water in the inlet channel . ( 2 ) ...
Page 34
... head of 30.53 feet at the bottom sill . Fiber stresses in the girders and beams were limited to 16,000 pounds per square inch , and the average web shear was limited to 12,000 pounds per square inch . The combined longitudinal and ...
... head of 30.53 feet at the bottom sill . Fiber stresses in the girders and beams were limited to 16,000 pounds per square inch , and the average web shear was limited to 12,000 pounds per square inch . The combined longitudinal and ...
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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