Trenton Dam: Constructed 1949-1953 |
From inside the book
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Page 1
... shown in figure 1 . The dam is one of the key storage and flood control features of the Missouri River Basin project . Among the benefits derived from the construction of Trenton Dam are flood control , diversion for irrigation ...
... shown in figure 1 . The dam is one of the key storage and flood control features of the Missouri River Basin project . Among the benefits derived from the construction of Trenton Dam are flood control , diversion for irrigation ...
Page 5
... shown as 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 ...
... shown as 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 ...
Page 7
... shown on figure 4 . An examination of the geologic profiles indicated a valley fill of alluvium to a depth of about 40 feet overlying the Pierre shale . Loess deposits covered the alluvium on the gentle slopes of the right abutment . A ...
... shown on figure 4 . An examination of the geologic profiles indicated a valley fill of alluvium to a depth of about 40 feet overlying the Pierre shale . Loess deposits covered the alluvium on the gentle slopes of the right abutment . A ...
Page 8
... shown on Dwg 150 WELL TP.6 TPS 2700 Original ground line before first stage construction PROJ JHIB PROJ PROJ CH35 El 2696,0 CHS7 EL 2696.0 SAND , silty , compact , brown SAND , medium , compact , clean SAND , coarse , compact , brown ...
... shown on Dwg 150 WELL TP.6 TPS 2700 Original ground line before first stage construction PROJ JHIB PROJ PROJ CH35 El 2696,0 CHS7 EL 2696.0 SAND , silty , compact , brown SAND , medium , compact , clean SAND , coarse , compact , brown ...
Page 10
... shown in typical section , drawing 328-0-1002 , and general sections , drawings 328-0-100 and 1002 280 AMRIO AMON 1800- 150h 9710 . -8800 2005 ANSE AH318 AM 311 AN330 AHJO 7420 AH303 AM304 AM327 9720 100- AH325 AHSIS AM314 AM326 E97,000 ...
... shown in typical section , drawing 328-0-1002 , and general sections , drawings 328-0-100 and 1002 280 AMRIO AMON 1800- 150h 9710 . -8800 2005 ANSE AH318 AM 311 AN330 AHJO 7420 AH303 AM304 AM327 9720 100- AH325 AHSIS AM314 AM326 E97,000 ...
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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