Trenton Dam: Constructed 1949-1953 |
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Page 5
... load . 5. Cost . The following tabulation gives the cost of construction of Trenton Dam and Reservoir and the railroad and highway relocations , by major groupings , as of August 28 , 1957. A breakdown of these groupings is shown as ...
... load . 5. Cost . The following tabulation gives the cost of construction of Trenton Dam and Reservoir and the railroad and highway relocations , by major groupings , as of August 28 , 1957. A breakdown of these groupings is shown as ...
Page 22
... load consolidation characteristics . A variable slope was selected in order to obtain approximately the same stability for em- bankment at all elevations . + ( a ) Upstream Slope . -- The upstream slope of the embankment was provided ...
... load consolidation characteristics . A variable slope was selected in order to obtain approximately the same stability for em- bankment at all elevations . + ( a ) Upstream Slope . -- The upstream slope of the embankment was provided ...
Page 27
... loads ; uplift loads as indicated in ( 1 ) above and assuming all base drains are inoperative . ( For sliding only . ) ( 2 ) Downstream horizontal earth loads for dry embankment ; full uplift over en- tire base area . The bridge columns ...
... loads ; uplift loads as indicated in ( 1 ) above and assuming all base drains are inoperative . ( For sliding only . ) ( 2 ) Downstream horizontal earth loads for dry embankment ; full uplift over en- tire base area . The bridge columns ...
Page 32
... loads that would result in most severe stress conditions . These included reactions from gate loadings at various stages of operation together with a hydrostatic loading on the pier , and a differential loading produced by one gate open ...
... loads that would result in most severe stress conditions . These included reactions from gate loadings at various stages of operation together with a hydrostatic loading on the pier , and a differential loading produced by one gate open ...
Page 33
... loads . The stilling basin floor was designed for full uplift for normal tailwater elevation 2680.0 combined with ... load in excess of an assumed load absorbed by friction between the base of the wall and the foundation material . Be ...
... loads . The stilling basin floor was designed for full uplift for normal tailwater elevation 2680.0 combined with ... load in excess of an assumed load absorbed by friction between the base of the wall and the foundation material . Be ...
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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