Trenton Dam: Constructed 1949-1953 |
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Page
... stilling basin Crest length of overflow section : 126 feet Crest : Elevation 2743.00 Maximum discharge : 126 , 500 second- feet at water surface elevation 2785.6 ( as determined by model studies ) Gates : Three , 42 by 30 feet Stilling ...
... stilling basin Crest length of overflow section : 126 feet Crest : Elevation 2743.00 Maximum discharge : 126 , 500 second- feet at water surface elevation 2785.6 ( as determined by model studies ) Gates : Three , 42 by 30 feet Stilling ...
Page i
... stilling basin 32 ( a ) Floors 33 ( b ) Walls 33 19 . Spillway bridge 20 . 21 . 22 . ( c ) Drains 42- by 30 - foot radial gates ( a ) Design stresses Radial gate controls ( a ) Design stresses Ice prevention system 34 34 34 34 37 37 37 ...
... stilling basin 32 ( a ) Floors 33 ( b ) Walls 33 19 . Spillway bridge 20 . 21 . 22 . ( c ) Drains 42- by 30 - foot radial gates ( a ) Design stresses Radial gate controls ( a ) Design stresses Ice prevention system 34 34 34 34 37 37 37 ...
Page iv
... stilling basin 26 12 Spillway gate structure and nonoverflow abutment sections 28 13 Spillway gate structure -- Crest , pier and bridge details 30 14 General installation of 42- by 30 - foot radial gate for spillway 35 15 Spillway ...
... stilling basin 26 12 Spillway gate structure and nonoverflow abutment sections 28 13 Spillway gate structure -- Crest , pier and bridge details 30 14 General installation of 42- by 30 - foot radial gate for spillway 35 15 Spillway ...
Page 22
... stilling basin a distance of about 1 mile downstream to the river channel . An irrigation canal outlet structure is located under the embankment in the lower right abutment . This consists of a vertical intake shaft , about 50 feet high ...
... stilling basin a distance of about 1 mile downstream to the river channel . An irrigation canal outlet structure is located under the embankment in the lower right abutment . This consists of a vertical intake shaft , about 50 feet high ...
Page 26
... stilling basin . P328-701-5282 , October 30 , 1953 . ( 1 ) Embankment saturated to phreatic line for normal. 26.
... stilling basin . P328-701-5282 , October 30 , 1953 . ( 1 ) Embankment saturated to phreatic line for normal. 26.
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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