Trenton Dam: Constructed 1949-1953 |
From inside the book
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Page
... upstream face , seeded topsoil on downstream face Dimensions : Height : 144 feet above lowest ex- cavation in cutoff trench , 100 feet above riverbed Crest length : 8,600 feet Crest elevation : 2793.0 Crest roadway width : 30 feet ...
... upstream face , seeded topsoil on downstream face Dimensions : Height : 144 feet above lowest ex- cavation in cutoff trench , 100 feet above riverbed Crest length : 8,600 feet Crest elevation : 2793.0 Crest roadway width : 30 feet ...
Page i
... Upstream slope ( b ) Downstream slope ( c ) 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 ) ...
... Upstream slope ( b ) Downstream slope ( c ) 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 ) ...
Page 15
... upstream from the dam . How- ever , some measures would be necessary for protecting the water supply wells and sew- age treatment plant against pollution or damage when this water surface is reached . A maximum allowable reservoir water ...
... upstream from the dam . How- ever , some measures would be necessary for protecting the water supply wells and sew- age treatment plant against pollution or damage when this water surface is reached . A maximum allowable reservoir water ...
Page 18
... upstream blanket -2750 2775 . 2800 . Area excavated 2 ' below neat line and backfilled with waste shale c . Sta . 22 + 75.22 2750 6 2725 YUS Highway 34 Telegraph line- Dam embankment : Stripping line Riprap on gravel blanket 3 " Crown ...
... upstream blanket -2750 2775 . 2800 . Area excavated 2 ' below neat line and backfilled with waste shale c . Sta . 22 + 75.22 2750 6 2725 YUS Highway 34 Telegraph line- Dam embankment : Stripping line Riprap on gravel blanket 3 " Crown ...
Page 19
... UPSTREAM TOE TRENCH AT BASE OF RIPRAP 10 SECTION H - H SCALE OF FEET Figure 8. --Trenton Dam -- General plan and sections . ( Sheet 2 of 4. ) From drawing 328 - D - 945 . EL / 2793- i El 27062 Intake structure , Sta . 2 +. 19.
... UPSTREAM TOE TRENCH AT BASE OF RIPRAP 10 SECTION H - H SCALE OF FEET Figure 8. --Trenton Dam -- General plan and sections . ( Sheet 2 of 4. ) From drawing 328 - D - 945 . EL / 2793- i El 27062 Intake structure , Sta . 2 +. 19.
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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