Trenton Dam: Constructed 1949-1953 |
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Page 5
... appendix A , and pay item breakdowns for the two principal specifications , Nos . 2689 and 3047 , are shown as appendixes B and C , respectively . Direct Costs Land rights Relocation contracts Labor by Government forces Construction ...
... appendix A , and pay item breakdowns for the two principal specifications , Nos . 2689 and 3047 , are shown as appendixes B and C , respectively . Direct Costs Land rights Relocation contracts Labor by Government forces Construction ...
Page 23
... 11 . Design criteria used in the design of the spillway structures are indicated in appendix F. AS ELEV IN FEET Sta 28 + 40.00 E.99,500 Sta 23 (b) Downstream slope (c) Crest and camber details 2222 Spillway and River Outlets General.
... 11 . Design criteria used in the design of the spillway structures are indicated in appendix F. AS ELEV IN FEET Sta 28 + 40.00 E.99,500 Sta 23 (b) Downstream slope (c) Crest and camber details 2222 Spillway and River Outlets General.
Page 39
... appendix E. Each gate is operated by a hydraulic cylinder hoist having a capacity of 173,000 pounds with the oil pressure in the hoist cylinder at 750 pounds per square inch . The capacity of the hoist was obtained from the following ...
... appendix E. Each gate is operated by a hydraulic cylinder hoist having a capacity of 173,000 pounds with the oil pressure in the hoist cylinder at 750 pounds per square inch . The capacity of the hoist was obtained from the following ...
Page 41
... appendix F 26. Intake Structure . The intake structure is a drop inlet of reinforced con- crete design with the lip of the inlet located at dead storage level , elevation 2710.00 . A box - shaped trashrack structure built monolithically ...
... appendix F 26. Intake Structure . The intake structure is a drop inlet of reinforced con- crete design with the lip of the inlet located at dead storage level , elevation 2710.00 . A box - shaped trashrack structure built monolithically ...
Page 52
... appendix F. In the design , the weight of embankment was taken as 105 pounds per cubic foot . ( b ) Roadbed . To accommodate the weathering characteristics of the loess used in roadbed construction , the steepest embankment slope for ...
... appendix F. In the design , the weight of embankment was taken as 105 pounds per cubic foot . ( b ) Roadbed . To accommodate the weathering characteristics of the loess used in roadbed construction , the steepest embankment slope for ...
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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