Trenton Dam: Constructed 1949-1953 |
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Page i
... stresses Radial gate controls ( a ) Design stresses Ice prevention system Spillway bridge River outlet trashracks High - pressure gates 27 27 32 32 32 33 33 34 34 34 34 wwwww . 37 37 37 39 39 D. Canal Outlet Works 3228 25 . 26 . General ...
... stresses Radial gate controls ( a ) Design stresses Ice prevention system Spillway bridge River outlet trashracks High - pressure gates 27 27 32 32 32 33 33 34 34 34 34 wwwww . 37 37 37 39 39 D. Canal Outlet Works 3228 25 . 26 . General ...
Page iii
... D. Cost of test installations 102 E. Allowable stresses used in gate design 103 F. Design criteria G. H. References 105 List of applicable drawings 106 LIST OF FIGURES Figure Frontispiece Title Page Aerial view of iii.
... D. Cost of test installations 102 E. Allowable stresses used in gate design 103 F. Design criteria G. H. References 105 List of applicable drawings 106 LIST OF FIGURES Figure Frontispiece Title Page Aerial view of iii.
Page 32
... stress conditions . These included reactions from gate loadings at various stages of operation together with a hydrostatic ... stresses . The reinforcement for the float wells and gate wells was designed for the maximum differential ...
... stress conditions . These included reactions from gate loadings at various stages of operation together with a hydrostatic ... stresses . The reinforcement for the float wells and gate wells was designed for the maximum differential ...
Page 33
... stresses with 3 / 4 - inch round bars , spaced both ways at 12 - inch centers in the top face . The percentages of reinforcement in concrete of the spillway chute floor and the approach channel floor are 0.20 and 0.24 , re- spectively ...
... stresses with 3 / 4 - inch round bars , spaced both ways at 12 - inch centers in the top face . The percentages of reinforcement in concrete of the spillway chute floor and the approach channel floor are 0.20 and 0.24 , re- spectively ...
Page 34
... Stresses . -- Each gate was designed for a hydrostatic 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 ...
... Stresses . -- Each gate was designed for a hydrostatic 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 ...
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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