Trenton Dam: Constructed 1949-1953 |
From inside the book
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... CONSTRUCTION TRENTON DAM Constructed 1949-1953 Meeker - Driftwood Unit Frenchman - Cambridge Division Missouri River Basin Project Denver , Colorado 1957 TRENTON DAM Missouri River Basin Project-- Nebraska AERIAL VIEW OF.
... CONSTRUCTION TRENTON DAM Constructed 1949-1953 Meeker - Driftwood Unit Frenchman - Cambridge Division Missouri River Basin Project Denver , Colorado 1957 TRENTON DAM Missouri River Basin Project-- Nebraska AERIAL VIEW OF.
Page 1
... unit weight and varies considerably in density because of the haphazard arrangement of particles and inconsistent amounts of cementing clays and calcareous materials . The average mineralogical composition of samples taken from the ...
... unit weight and varies considerably in density because of the haphazard arrangement of particles and inconsistent amounts of cementing clays and calcareous materials . The average mineralogical composition of samples taken from the ...
Page 14
... Unit costs were then applied to excavation , structures , and other items . ( c ) County Road . -- Nine miles of county road south of Swanson Reservoir were re- located . This relocation work involved the preparation of design data ...
... Unit costs were then applied to excavation , structures , and other items . ( c ) County Road . -- Nine miles of county road south of Swanson Reservoir were re- located . This relocation work involved the preparation of design data ...
Page 32
... unit for stability against sliding . The structure is designed to be safe against sliding and overturning , and for resulting pressures on the foundation material to be within safe allowable limits and distributed so that no unequal ...
... unit for stability against sliding . The structure is designed to be safe against sliding and overturning , and for resulting pressures on the foundation material to be within safe allowable limits and distributed so that no unequal ...
Page 34
... Unit stresses in the gate arms were limited to those permitted by the / r ratio , and allowable stresses for axial and bending loads were 13,000 and 18,000 pounds per square inch , respectively . A bearing pressure of 4,500 pounds pér ...
... Unit stresses in the gate arms were limited to those permitted by the / r ratio , and allowable stresses for axial and bending loads were 13,000 and 18,000 pounds per square inch , respectively . A bearing pressure of 4,500 pounds pér ...
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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