Trenton Dam: Constructed 1949-1953 |
From inside the book
Results 1-5 of 18
Page 1
... head of the lake for the town of Trenton . Alternative sites west of Trenton were studied and a site 2 miles west of Trenton was finally selected as the best suited topographically and geologically , which also afforded the most ...
... head of the lake for the town of Trenton . Alternative sites west of Trenton were studied and a site 2 miles west of Trenton was finally selected as the best suited topographically and geologically , which also afforded the most ...
Page 30
... Head and jamb similar Sta 30 + 18.00- Caulking- 8- Sill Shims LOUVER DETAIL Highway Driage Sta . 30 + 00.00 Sta 30 + 1900 Highway bridge Sta 30-80.9 % 24 Float well droin Architectural projected metal windows 24-3-5 ° 37 ° 35 ° 3.7 Pipe ...
... Head and jamb similar Sta 30 + 18.00- Caulking- 8- Sill Shims LOUVER DETAIL Highway Driage Sta . 30 + 00.00 Sta 30 + 1900 Highway bridge Sta 30-80.9 % 24 Float well droin Architectural projected metal windows 24-3-5 ° 37 ° 35 ° 3.7 Pipe ...
Page 32
... head at upstream edge to zero hydrostatic head at the downstream edge and acting over entire base area . ( 4 ) Reservoir water surface at elevation 2785.0 and gates open ; uplift corre- sponding to a reservoir water surface at elevation ...
... head at upstream edge to zero hydrostatic head at the downstream edge and acting over entire base area . ( 4 ) Reservoir water surface at elevation 2785.0 and gates open ; uplift corre- sponding to a reservoir water surface at elevation ...
Page 33
... head measured from the saturation level at the heel and varying linearly to the hydrostatic head at the toe of the wall . The following loading conditions were assumed : ( 1 ) Embankment dry with no water in the inlet channel . ( 2 ) ...
... head measured from the saturation level at the heel and varying linearly to the hydrostatic head at the toe of the wall . The following loading conditions were assumed : ( 1 ) Embankment dry with no water in the inlet channel . ( 2 ) ...
Page 34
... head of 30.53 feet at the bottom sill . Fiber stresses in the girders and beams were limited to 16,000 pounds per square inch , and the average web shear was limited to 12,000 pounds per square inch . The combined longitudinal and ...
... head of 30.53 feet at the bottom sill . Fiber stresses in the girders and beams were limited to 16,000 pounds per square inch , and the average web shear was limited to 12,000 pounds per square inch . The combined longitudinal and ...
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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