Trenton Dam: Constructed 1949-1953 |
From inside the book
Page 13
... Flood Storage Dead Storage Conservation Storage 107,670 a1 - E1.2773 10 E1 . 2705 133,790 af E1.2752 10 El . 2773 116,059 0.1E1 . 2710 to E1 . 2752 4,101 a . t . River Bed to EL2TIO Figure 6 .-- Railroad and highway relocation around ...
... Flood Storage Dead Storage Conservation Storage 107,670 a1 - E1.2773 10 E1 . 2705 133,790 af E1.2752 10 El . 2773 116,059 0.1E1 . 2710 to E1 . 2752 4,101 a . t . River Bed to EL2TIO Figure 6 .-- Railroad and highway relocation around ...
Page 15
... flood control regulations of the Flood Control Act dated December 22 , 1944 , and field working agreement between the Bureau of Reclamation and the Corps of Engineers dated October 26 , 1954 , capacities for dead storage , irrigation ...
... flood control regulations of the Flood Control Act dated December 22 , 1944 , and field working agreement between the Bureau of Reclamation and the Corps of Engineers dated October 26 , 1954 , capacities for dead storage , irrigation ...
Page 16
... FLOOD CONTROL STORAGE SPACE FILLED 189 , 700 A , F OUTFLOW - TIME- 20 TIME IN HOURS TOP OF FLOOD CONTROL POOL EL . 2773.0 MAX . DISCHARGE 129,500 C.F.S. NOTES The discharge - elevation curve is based on automatic hydraulic operation for ...
... FLOOD CONTROL STORAGE SPACE FILLED 189 , 700 A , F OUTFLOW - TIME- 20 TIME IN HOURS TOP OF FLOOD CONTROL POOL EL . 2773.0 MAX . DISCHARGE 129,500 C.F.S. NOTES The discharge - elevation curve is based on automatic hydraulic operation for ...
Page 17
... flood having a peak flow of 51,000 second - 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 ...
... flood having a peak flow of 51,000 second - 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 ...
Page 22
... flood control and two 6- by 7.5- foot gated sluiceways for river control . A 266 - foot - wide channel extends from the end of the spillway stilling basin a distance of about 1 mile downstream to the river channel . An irrigation canal ...
... flood control and two 6- by 7.5- foot gated sluiceways for river control . A 266 - foot - wide channel extends from the end of the spillway stilling basin a distance of about 1 mile downstream to the river channel . An irrigation canal ...
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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