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 with a ...
... 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 with a ...
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
accessory cut-off trench acre-feet Approach channel Axis backfill Berm blanket Blockout BUREAU OF RECLAMATION canal outlet centerline channel capacity coarse concrete conduit construction Contraction joint Counterweight crushed rock cutoff trench dam embankment designed discharge drain outlet emergency gate chamber Expansion joint Figure Float flood control floor gate structure gravel ground surface Grouted high-pressure gate Highway bridge holes horizontal hydraulic hydrostatic head inlet installed intake structure Limits of special load located loess material maximum Metal Nebr NORTH BORROW AREA Pierre shale piezometer Pipe handrail PROJ Radial gate railroad reinforcement relocation Republican River reservoir water surface riprap River outlet Rolled embankment SCALE OF FEET second-feet SECTION A-A Settlement point Shale surface Sheet SILT silty slope special compaction spillway crest spillway gates spillway structure steel stilling basin Stoplog storage Sump Sump pump surface at elevation surfaces where directed Trashrack structure Trenton Dam upstream vertical walls water surface elevation