Trenton Dam: Constructed 1949-1953 |
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Page i
... Embankment ( a ) 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 ...
... Embankment ( a ) 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 ...
Page ii
... cutoff trench and other excavation work 47 . B. Embankment Operations Borrow area operation ( a ) South borrow area ( b ) North borrow and spillway areas 61 61 61 63 63 63 8883 CONTENTS ( Continued ) Section Page 48 . Earth fill ii.
... cutoff trench and other excavation work 47 . B. Embankment Operations Borrow area operation ( a ) South borrow area ( b ) North borrow and spillway areas 61 61 61 63 63 63 8883 CONTENTS ( Continued ) Section Page 48 . Earth fill ii.
Page v
... Embankment placing operations 64 30 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 ...
... Embankment placing operations 64 30 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 ...
Page 7
... embankment . This method was feasible because the pervious strata below the loess mantle would provide drainage upon loading . Saturation of the loess was to be accomplished by progressively flooding separate sections of the dam ...
... embankment . This method was feasible because the pervious strata below the loess mantle would provide drainage upon loading . Saturation of the loess was to be accomplished by progressively flooding separate sections of the dam ...
Page 11
... embankment . ( 4 ) Increased earthwork because of flattening fill slopes . ( 5 ) Costs of road crossings , cattle passes , etc. , versus combined structures for passes and drainage . ( 6 ) Costs of road crossings and cattle passes ...
... embankment . ( 4 ) Increased earthwork because of flattening fill slopes . ( 5 ) Costs of road crossings , cattle passes , etc. , versus combined structures for passes and drainage . ( 6 ) Costs of road crossings and cattle passes ...
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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