Trenton Dam: Constructed 1949-1953 |
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Page 41
... pump , and gate hoists . Water released through the outlet works flows through the regulating gate into a side - entry stilling well which discharges into the canal . The stilling well is a vertical shaft of octagonal shape with a ...
... pump , and gate hoists . Water released through the outlet works flows through the regulating gate into a side - entry stilling well which discharges into the canal . The stilling well is a vertical shaft of octagonal shape with a ...
Page 42
... pump discharge ด 16 1421 Trashrack I Shale surface : Plane panel form. -El 27060 44,000 N. 2720 R 500.00 " 4-830 ° L - 724.3 / T442.37 Limits of 5 ' 20-0 PI Sta 10 72.63 Approach channel N 43,559 16 E 98 , 903 74 El 2706.0- Limit of ...
... pump discharge ด 16 1421 Trashrack I Shale surface : Plane panel form. -El 27060 44,000 N. 2720 R 500.00 " 4-830 ° L - 724.3 / T442.37 Limits of 5 ' 20-0 PI Sta 10 72.63 Approach channel N 43,559 16 E 98 , 903 74 El 2706.0- Limit of ...
Page 45
... El . 2708.0- embankment . U Bolt 3-83-23-87 Pump. ( 1 ) Embankment saturated to phreatic line for normal reservoir water surface elevation ; conduit empty . Figure 22. --Control house and stilling well for canal outlet. 45.
... El . 2708.0- embankment . U Bolt 3-83-23-87 Pump. ( 1 ) Embankment saturated to phreatic line for normal reservoir water surface elevation ; conduit empty . Figure 22. --Control house and stilling well for canal outlet. 45.
Page 46
... pump shafts Bolt Louver approx . 2-1 " x18 " , in door . 76 -E1.2708.17 Stilling well Sta . 7 + 54.58 FEI 2695.67 Sto 7 + 46.58 -EI . 2709.00 -EL2708.0 Sump pump discharge -WS . EI.2705 Contraction joint- Air vent pipe -24 " Shipladders ...
... pump shafts Bolt Louver approx . 2-1 " x18 " , in door . 76 -E1.2708.17 Stilling well Sta . 7 + 54.58 FEI 2695.67 Sto 7 + 46.58 -EI . 2709.00 -EL2708.0 Sump pump discharge -WS . EI.2705 Contraction joint- Air vent pipe -24 " Shipladders ...
Page 47
... pumps-- Commercial projected Floor E127081 -EI.2709.00 -EL 2708.0 Door -E Control house Sta 7 + 40.00 ELEVATION F - F Metal window Hollow metal door ... pump discharge -Sta . 7 + 68.00 ( 3 ) Embankment dry ( optimum moisture content ) 47.
... pumps-- Commercial projected Floor E127081 -EI.2709.00 -EL 2708.0 Door -E Control house Sta 7 + 40.00 ELEVATION F - F Metal window Hollow metal door ... pump discharge -Sta . 7 + 68.00 ( 3 ) Embankment dry ( optimum moisture content ) 47.
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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