Trenton Dam: Constructed 1949-1953 |
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Page 11
... route is shown on figure 6 . ( b ) Highway . -- Studies for a relocation of U.S. Highway No. 34 were begun in April 1948. Several routes were studied and cost estimates were made of each to 321 RIVER SURFACE NORMAL WATER H 250 + 00 35 11.
... route is shown on figure 6 . ( b ) Highway . -- Studies for a relocation of U.S. Highway No. 34 were begun in April 1948. Several routes were studied and cost estimates were made of each to 321 RIVER SURFACE NORMAL WATER H 250 + 00 35 11.
Page 12
Constructed 1949-1953 United States. Bureau of Reclamation. 321 RIVER SURFACE NORMAL WATER H 250 + 00 35 FLOWAGE EASEMENT 91418 88 Motch line . 33 16 310 Match line 00-009- 308 20 16 15 RIVERSIDE IRRIGATION CANAL. 2 Hay Canyony STRATTON P ...
Constructed 1949-1953 United States. Bureau of Reclamation. 321 RIVER SURFACE NORMAL WATER H 250 + 00 35 FLOWAGE EASEMENT 91418 88 Motch line . 33 16 310 Match line 00-009- 308 20 16 15 RIVERSIDE IRRIGATION CANAL. 2 Hay Canyony STRATTON P ...
Page 13
... Normal W.S. E. 2762 Minimum W. S. EI . 2710 Reservoir Area 10,040 Acres Reservoir Area 4,974 Acres Reservoir Area Outlet intake E1 2710 739 Acres UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF RECLAMATION MISSOURI RIVER BASIN ...
... Normal W.S. E. 2762 Minimum W. S. EI . 2710 Reservoir Area 10,040 Acres Reservoir Area 4,974 Acres Reservoir Area Outlet intake E1 2710 739 Acres UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF RECLAMATION MISSOURI RIVER BASIN ...
Page 15
... ( normal water surface ) Streambed to 2710.0 ( invert of canal outlet ) Total storage to elevation 2773.0 ( top of gates in closed position ) Surcharge above elevation 2773.0 Total reservoir capacity at maximum water surface elevation ...
... ( normal water surface ) Streambed to 2710.0 ( invert of canal outlet ) Total storage to elevation 2773.0 ( top of gates in closed position ) Surcharge above elevation 2773.0 Total reservoir capacity at maximum water surface elevation ...
Page 22
... normal water surface and diminishing to 2 feet of riprap on a 12 - inch bedding at the dam crest . The superimposed weight of the rock riprap and crushed rock bedding on the embank- ment of low permeability provides sufficient ...
... normal water surface and diminishing to 2 feet of riprap on a 12 - inch bedding at the dam crest . The superimposed weight of the rock riprap and crushed rock bedding on the embank- ment of low permeability provides sufficient ...
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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