Trenton Dam: Constructed 1949-1953 |
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... 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 storage : 133,800 acre - feet , between elevations 2752.0 and ...
... 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 storage : 133,800 acre - feet , between elevations 2752.0 and ...
Page 13
... ACRES ACRE - FEET 2493 9 O 2694 1.9 1 2696 20 31 2696 06 115 2700 121 292 T.3 N. 2702 170 592 ' 2704 302 1,072 T. 2 N. 2706 412 1,706 2708 502 2,780 27100 759 4,101 2715 1,126 0,705 2720 1,672 15,510 2726 2,064 2780 2,514 2735 3,160 ...
... ACRES ACRE - FEET 2493 9 O 2694 1.9 1 2696 20 31 2696 06 115 2700 121 292 T.3 N. 2702 170 592 ' 2704 302 1,072 T. 2 N. 2706 412 1,706 2708 502 2,780 27100 759 4,101 2715 1,126 0,705 2720 1,672 15,510 2726 2,064 2780 2,514 2735 3,160 ...
Page 15
... acre - feet 133,800 ( initially ) Irrigation storage 2710.0 to 2752.0 Dead storage ( normal water surface ) ... feet below the limiting elevation for backwater conditions and aggradation of the stream channel . An irrigation outlet was ...
... acre - feet 133,800 ( initially ) Irrigation storage 2710.0 to 2752.0 Dead storage ( normal water surface ) ... feet below the limiting elevation for backwater conditions and aggradation of the stream channel . An irrigation outlet was ...
Page 16
... ACRE FEET 180 lo 300 어 280 340 240 89 아 DISCHARGE IN THOUSANDS OF C.F. S. 120 160 200 $ 20 2752 2756 RESERVOIR ELEVATION IN FEET 2776 2780 2784 2788 2792 INFLOW HYDROGRAPH SPILLWAY DESIGN FLOOD- ( From Hydrology Branch Plate 10 ...
... ACRE FEET 180 lo 300 어 280 340 240 89 아 DISCHARGE IN THOUSANDS OF C.F. S. 120 160 200 $ 20 2752 2756 RESERVOIR ELEVATION IN FEET 2776 2780 2784 2788 2792 INFLOW HYDROGRAPH SPILLWAY DESIGN FLOOD- ( From Hydrology Branch Plate 10 ...
Page 17
... feet and a volume of 61,000 acre - feet , indicated that a flood of this magnitude could not economically be diverted through a diversion tunnel or conduit . Therefore , it was decided to leave a gap in the dam embankment for the river ...
... feet and a volume of 61,000 acre - feet , indicated that a flood of this magnitude could not economically be diverted through a diversion tunnel or conduit . Therefore , it was decided to leave a gap in the dam embankment for the river ...
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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