Trenton Dam: Constructed 1949-1953 |
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Page
... Drainage area : 4,003 square miles Maximum flood : 200,000 second- feet ( May 31 , 1935 ) Average yearly flow : 211 second- feet ( 1947-1952 ) Reservoir : Official name : Swanson Lake Area : 7,975 acres at elevation 2773.0 Flood control ...
... Drainage area : 4,003 square miles Maximum flood : 200,000 second- feet ( May 31 , 1935 ) Average yearly flow : 211 second- feet ( 1947-1952 ) Reservoir : Official name : Swanson Lake Area : 7,975 acres at elevation 2773.0 Flood control ...
Page i
... 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 23 . River outlet trashracks 39 24 . High - pressure gates 39 D. Canal Outlet Works 25 ...
... 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 23 . River outlet trashracks 39 24 . High - pressure gates 39 D. Canal Outlet Works 25 ...
Page 7
... drainage upon loading . Saturation of the loess was to be accomplished by progressively flooding separate sections of the dam foundation by basins and ditches in the abutment . 7 . Construction Materials . - It was estimated that the ...
... drainage upon loading . Saturation of the loess was to be accomplished by progressively flooding separate sections of the dam foundation by basins and ditches in the abutment . 7 . Construction Materials . - It was estimated that the ...
Page 11
... drainage . ( 6 ) Costs of road crossings and cattle passes versus severance costs for right- of - way . ( 7 ) Switching details for the Trenton switchyard . Preliminary data , which included alinement and profile , structure topography ...
... drainage . ( 6 ) Costs of road crossings and cattle passes versus severance costs for right- of - way . ( 7 ) Switching details for the Trenton switchyard . Preliminary data , which included alinement and profile , structure topography ...
Page 14
... drainage areas using the Talbot formula with C = 0.9 . Lengths of culverts were estimated by using standard fill sections at structure sites , and bridge lengths were estimated from profiles . Unit costs were then applied to excavation ...
... drainage areas using the Talbot formula with C = 0.9 . Lengths of culverts were estimated by using standard fill sections at structure sites , and bridge lengths were estimated from profiles . Unit costs were then applied to excavation ...
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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