Trenton Dam: Constructed 1949-1953 |
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Page v
... Dumping riprap rock on an 18 - inch layer of crushed rock blanket 64 33 33 33 31 Panels for forming spillway wall sections 68 32 Form for the 5.5 - foot circular conduit being assembled 68 View from top of mixing plant showing aggregate ...
... Dumping riprap rock on an 18 - inch layer of crushed rock blanket 64 33 33 33 31 Panels for forming spillway wall sections 68 32 Form for the 5.5 - foot circular conduit being assembled 68 View from top of mixing plant showing aggregate ...
Page 17
... , and construction of the spillway had advanced to such a stage that it could be used for diversion . Berm E1.2710 . Waste area . 3 Dumped riprop El 17 (a) Tailwater computations Economic and other considerations River diversion plan.
... , and construction of the spillway had advanced to such a stage that it could be used for diversion . Berm E1.2710 . Waste area . 3 Dumped riprop El 17 (a) Tailwater computations Economic and other considerations River diversion plan.
Page 18
... Dumped riprop El 2675- Sewer pipe laid with open joints- " Grade to El 2725 4 = 63 ° 00 R500.00 549.78 T = 306 40 ' π - 2725 N. 52 ° 00'E- PL Sta . 82 + 01 89 N. 49,531.76 E. 99 , 392.95 Telephone line + 000'6DN N.48,000 G Relocated . B ...
... Dumped riprop El 2675- Sewer pipe laid with open joints- " Grade to El 2725 4 = 63 ° 00 R500.00 549.78 T = 306 40 ' π - 2725 N. 52 ° 00'E- PL Sta . 82 + 01 89 N. 49,531.76 E. 99 , 392.95 Telephone line + 000'6DN N.48,000 G Relocated . B ...
Page 19
... Dumped riprap Temporary drainage for outlet works sfilling well- Canal outlet works conduit 2 : 1 --- E.100,000 County road - y 24 " x 40'C.M.P , 24 " x 40 ' CM.P 24 " x 40 ' CMP Level terraces-- 12 " Toe drain Gradient terraces- 3.1 ...
... Dumped riprap Temporary drainage for outlet works sfilling well- Canal outlet works conduit 2 : 1 --- E.100,000 County road - y 24 " x 40'C.M.P , 24 " x 40 ' CM.P 24 " x 40 ' CMP Level terraces-- 12 " Toe drain Gradient terraces- 3.1 ...
Page 24
... Dumped гіргор , Sto 30 + 00.00 on Spillway E equals Sta 85 + 90 65 on Axis of Dom Co - ordinates N 49,890.00 , E 99 , 560 00 Excavate to approx EL 2725-8 -2760- 2760 Sta 88 + 10.15- D El 2793.0 Poved gutter -142-0 EL 2760.0 -28001 2 ...
... Dumped гіргор , Sto 30 + 00.00 on Spillway E equals Sta 85 + 90 65 on Axis of Dom Co - ordinates N 49,890.00 , E 99 , 560 00 Excavate to approx EL 2725-8 -2760- 2760 Sta 88 + 10.15- D El 2793.0 Poved gutter -142-0 EL 2760.0 -28001 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