Trenton Dam: Constructed 1949-1953 |
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... Crest length : 8,600 feet Crest elevation : 2793.0 Crest roadway width : 30 feet Volume : 7,800,000 cubic yards Slopes : Upstream , 6 to 1 to ele- vation 2710 , 3 to 1 to elevation 2760 , and 2-1 / 2 to 1 to eleva- tion 2793 Downstream ...
... Crest length : 8,600 feet Crest elevation : 2793.0 Crest roadway width : 30 feet Volume : 7,800,000 cubic yards Slopes : Upstream , 6 to 1 to ele- vation 2710 , 3 to 1 to elevation 2760 , and 2-1 / 2 to 1 to eleva- tion 2793 Downstream ...
Page i
... Crest and camber details 23 2222 23 C. Spillway and River Outlets 15 . General 16 . Abutment structure 17 . Gate and bridge supporting structure 225 23 27 27 ( a ) Design considerations 32 ( b ) Reinforcement design 32 18 . Chute and ...
... Crest and camber details 23 2222 23 C. Spillway and River Outlets 15 . General 16 . Abutment structure 17 . Gate and bridge supporting structure 225 23 27 27 ( a ) Design considerations 32 ( b ) Reinforcement design 32 18 . Chute and ...
Page iv
... Crest , pier and bridge details 30 14 General installation of 42- by 30 - foot radial gate for spillway 35 15 Spillway radial gate hoist assembly 36 16 Spillway gate structure -- River outlet and gate control arrangement 38 17 Assembly ...
... Crest , pier and bridge details 30 14 General installation of 42- by 30 - foot radial gate for spillway 35 15 Spillway radial gate hoist assembly 36 16 Spillway gate structure -- River outlet and gate control arrangement 38 17 Assembly ...
Page 4
... Crest of dam Elev . 2793 Figure 3 .-- Geological section at centerline of Trenton Dam . Quartz Feldspars Montmorillonite ( bentonite ) Calcite Glass and pumice. 4 ELEVATIONS 2760 Loess Fine sandy silt Left Abutment 2720 Silty sand ...
... Crest of dam Elev . 2793 Figure 3 .-- Geological section at centerline of Trenton Dam . Quartz Feldspars Montmorillonite ( bentonite ) Calcite Glass and pumice. 4 ELEVATIONS 2760 Loess Fine sandy silt Left Abutment 2720 Silty sand ...
Page 9
... Crest of dam CH47 CH48 TP2 CH43 CH44 CH45 CH46 JH27 N 45,000 TP4 JH20 TP3 N44,000 JH198 725 0000N -2750 E.100,000 CHA CH49 CH50 CHSI CH52 CH53 CH55 CHS7 TP7 CH68 сиво OOOOOO PROJ CH41 El 2702 7 SAND , sity , tine , compact , brown -SAND ...
... Crest of dam CH47 CH48 TP2 CH43 CH44 CH45 CH46 JH27 N 45,000 TP4 JH20 TP3 N44,000 JH198 725 0000N -2750 E.100,000 CHA CH49 CH50 CHSI CH52 CH53 CH55 CHS7 TP7 CH68 сиво OOOOOO PROJ CH41 El 2702 7 SAND , sity , tine , compact , brown -SAND ...
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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