Trenton Dam: Constructed 1949-1953 |
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... Republican River , about 2-1 / 2 miles west of Trenton , Nebr . Constructed : 1949-1953 Water supply : Republican River Drainage area : 4,003 square miles Maximum flood : 200,000 second- feet ( May 31 , 1935 ) Average yearly flow : 211 ...
... Republican River , about 2-1 / 2 miles west of Trenton , Nebr . Constructed : 1949-1953 Water supply : Republican River Drainage area : 4,003 square miles Maximum flood : 200,000 second- feet ( May 31 , 1935 ) Average yearly flow : 211 ...
Page 1
... Republican River about 2-1 / 2 miles west of Trenton , Hitchcock County , Nebr . The dam is a rolled- earth structure approximately 8 , 600 feet long and rises 144 feet above the lowest point of the excavation . A spillway with a ...
... Republican River about 2-1 / 2 miles west of Trenton , Hitchcock County , Nebr . The dam is a rolled- earth structure approximately 8 , 600 feet long and rises 144 feet above the lowest point of the excavation . A spillway with a ...
Page 8
... REPUBLICAN RIVER SAND SILL SANG cogrie SAND , coarse SAND , medium SHALE SAND medium PROJ JH5 El 26964 2600 2550 SHALE SAND fine and SILF PROJ SHALE SAND JH121 SANC Co SAN med SHALE 126057 SAND , fine SAND , Fine , and SILT SAND coarse ...
... REPUBLICAN RIVER SAND SILL SANG cogrie SAND , coarse SAND , medium SHALE SAND medium PROJ JH5 El 26964 2600 2550 SHALE SAND fine and SILF PROJ SHALE SAND JH121 SANC Co SAN med SHALE 126057 SAND , fine SAND , Fine , and SILT SAND coarse ...
Page 13
... REPUBLIC 750 + 00 RIVERSIDE 16 15 14 2700 21 22 Lingern Canyon CHICAGO 13 BURLINGTON RIVER CHICAGO BURLINGTON 302 9150J O FARMERS IRRIGATION- CANAL QUINCY QUINCY CULBERTSON MEEKER IRRIGATION AREA - CAPACITY TABLE AREA CAPACITY ACRES ...
... REPUBLIC 750 + 00 RIVERSIDE 16 15 14 2700 21 22 Lingern Canyon CHICAGO 13 BURLINGTON RIVER CHICAGO BURLINGTON 302 9150J O FARMERS IRRIGATION- CANAL QUINCY QUINCY CULBERTSON MEEKER IRRIGATION AREA - CAPACITY TABLE AREA CAPACITY ACRES ...
Page 17
... Republican River below the dam site for both the present and improved channel conditions . The values of Manning's coefficient of roughness " n " used for these computations are indicated below : Flow Channel Overbank Present 0.030 ...
... Republican River below the dam site for both the present and improved channel conditions . The values of Manning's coefficient of roughness " n " used for these computations are indicated below : Flow Channel Overbank Present 0.030 ...
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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
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