Trenton Dam: Constructed 1949-1953 |
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Page i
... stresses Radial gate controls ( a ) Design stresses Ice prevention system 34 34 34 34 37 37 37 23 . River outlet trashracks 39 24 . High - pressure gates 39 D. Canal Outlet Works 25 . General 26. Intake structure 41 41 Section CONTENTS ...
... stresses Radial gate controls ( a ) Design stresses Ice prevention system 34 34 34 34 37 37 37 23 . River outlet trashracks 39 24 . High - pressure gates 39 D. Canal Outlet Works 25 . General 26. Intake structure 41 41 Section CONTENTS ...
Page iii
... , specifications No. 3047 Cost of test installations Allowable stresses used in gate design Design criteria List of applicable drawings References 91 ཚཋ 101 102 103 105 106 LIST OF FIGURES Figure Frontispiece Title Page Aerial view of iii.
... , specifications No. 3047 Cost of test installations Allowable stresses used in gate design Design criteria List of applicable drawings References 91 ཚཋ 101 102 103 105 106 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
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
Popular passages
Page 51 - Design, Construction, Inspection and Repair of Unfired Pressure Vessels for Petroleum Liquids and Gases.
Page 99 - yd. cu. yd. lin. ft. lin. ft. lin. ft. Labor and materials by contractor Unit cost
Page 94 - yd. cu. yd. cu. yd. cu. yd. Labor and materials by contractor Unit cost
Page 96 - ft. lin. ft. lin. ft. lin. ft. Labor and materials by contractor Unit cost
Page 100 - cu. yd. Lump sum Lump sum Labor and materials by contractor Unit cost 2.00
Page 99 - 88 89 90 91 92 93 94 Property and pay item description Installing metal pipe, fittings, and valves less than 6 inches in diameter Installing metal pipe, fittings, and valves 6 inches
Page 25 - above the maximum water surface, to prevent the dam from being overtopped by waves. Factors influencing wave height and wave ride-up, including maximum wind velocity, direction and duration, offshore reservoir
Page 98 - ft. Ib. Ib. Ib. Ib. Ib. Ib. Ib. Labor and materials by contractor Unit cost