Trenton Dam: Constructed 1949-1953 |
From inside the book
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Page
... discharge : 126 , 500 second- feet at water surface elevation 2785.6 ( as determined by model studies ) Gates : Three , 42 by 30 feet Stilling basin : Reinforced concrete with dentated sills River Outlets Outlets : Two Invert ...
... discharge : 126 , 500 second- feet at water surface elevation 2785.6 ( as determined by model studies ) Gates : Three , 42 by 30 feet Stilling basin : Reinforced concrete with dentated sills River Outlets Outlets : Two Invert ...
Page iv
... discharge curves 44 20 Pressure conduit of canal outlet works -- Compacting backfill around conduit 45 22 21 Canal outlet works -- Gate chambers and stilling well details 46 23 22 23 Control house and stilling well for canal outlet ...
... discharge curves 44 20 Pressure conduit of canal outlet works -- Compacting backfill around conduit 45 22 21 Canal outlet works -- Gate chambers and stilling well details 46 23 22 23 Control house and stilling well for canal outlet ...
Page 1
... discharge capacity of 126 , 500 second- feet , constructed through the left abutment , protects the structure from possible flood damage . A river outlet is provided through the spillway structure for river regulation . At the opposite ...
... discharge capacity of 126 , 500 second- feet , constructed through the left abutment , protects the structure from possible flood damage . A river outlet is provided through the spillway structure for river regulation . At the opposite ...
Page 15
... Discharge capacities of regulating structures were speci- fied and allocations in the reservoir were made as follows : Purpose Flood control Water surface elevation 2752.0 to 2773.0 Storage , acre - feet 133,800 ( initially ) Irrigation ...
... Discharge capacities of regulating structures were speci- fied and allocations in the reservoir were made as follows : Purpose Flood control Water surface elevation 2752.0 to 2773.0 Storage , acre - feet 133,800 ( initially ) Irrigation ...
Page 16
... DISCHARGE IN THOUSANDS OF C.F. S. 120 160 200 $ 20 2752 2756 RESERVOIR ELEVATION IN FEET 2776 2780 2784 2788 2792 ... DISCHARGE 129,500 C.F.S. NOTES The discharge - elevation curve is based on automatic hydraulic operation for reservoir ...
... DISCHARGE IN THOUSANDS OF C.F. S. 120 160 200 $ 20 2752 2756 RESERVOIR ELEVATION IN FEET 2776 2780 2784 2788 2792 ... DISCHARGE 129,500 C.F.S. NOTES The discharge - elevation curve is based on automatic hydraulic operation for reservoir ...
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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