Trenton Dam: Constructed 1949-1953 |
From inside the book
Results 11-15 of 53
Page 16
... 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 , dated 4 ...
... 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 , dated 4 ...
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 ...
Page 18
... FEET 20 Sta . 85 + 90.65 € dam Sta . 30 + 00.00 & spillway N.49,890.00 E. 99,560.00 Borrow excavation-- Caretakers garage Caretakers house Sta 90 + 72.77 ( Dam ) N. 50 , 326.95 E.99 , 763.75 N2500 PT . Side slope contours Sta . 27 + 37 ...
... FEET 20 Sta . 85 + 90.65 € dam Sta . 30 + 00.00 & spillway N.49,890.00 E. 99,560.00 Borrow excavation-- Caretakers garage Caretakers house Sta 90 + 72.77 ( Dam ) N. 50 , 326.95 E.99 , 763.75 N2500 PT . Side slope contours Sta . 27 + 37 ...
Page 19
... FEET C = O C3 1.5-0.000002526L 1.5. 36 " x 42 C.MP +00097 N El . 2755 -2700 OLD -2700 EL 27 20 -Access road Original ground surface Nor . W.S. EL 2752- Blanket Zone material rolled in 6 - inch layers Assumed top of pervious layer Assumed ...
... FEET C = O C3 1.5-0.000002526L 1.5. 36 " x 42 C.MP +00097 N El . 2755 -2700 OLD -2700 EL 27 20 -Access road Original ground surface Nor . W.S. EL 2752- Blanket Zone material rolled in 6 - inch layers Assumed top of pervious layer Assumed ...
Page 20
... FEET Sta 28 * 40.00 Sta . 30 * 00.00 €. i El 27062 Intake structure , Sta . 2 + 50 on canal outlet works equals Sta . 15 + 20 on approach channel EL 27100 Assumed top of pervious layer- Sta . 2 + 84.00 El 2720.5 -3 : 1 Sta . 7 + 08.50 2 ...
... FEET Sta 28 * 40.00 Sta . 30 * 00.00 €. i El 27062 Intake structure , Sta . 2 + 50 on canal outlet works equals Sta . 15 + 20 on approach channel EL 27100 Assumed top of pervious layer- Sta . 2 + 84.00 El 2720.5 -3 : 1 Sta . 7 + 08.50 2 ...
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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