Trenton Dam: Constructed 1949-1953 |
From inside the book
Results 6-10 of 14
Page 41
... centerline of gate , and W = weight of moving parts ( gate leaf , stem , piston , etc. ) . D. Canal Outlet Works · 25. General . The outlet works for the Meeker Irrigation Canal is located at the right abutment of the dam and passes ...
... centerline of gate , and W = weight of moving parts ( gate leaf , stem , piston , etc. ) . D. Canal Outlet Works · 25. General . The outlet works for the Meeker Irrigation Canal is located at the right abutment of the dam and passes ...
Page 45
... centerline and distributed uni- formly . Lateral loads were assumed to have a trapezoidal distribution and be equal to one - third of the vertical load at any elevation . The following loading conditions were investigated : ( 2 ) ...
... centerline and distributed uni- formly . Lateral loads were assumed to have a trapezoidal distribution and be equal to one - third of the vertical load at any elevation . The following loading conditions were investigated : ( 2 ) ...
Page 48
... centerline at station 4 + 80.00 . ( See sec . 25 and fig . 21. ) In the design of the emergency gate chamber , vertical and lateral loads were considered . The vertical load was assumed to be uniformly distributed on a horizontal ...
... centerline at station 4 + 80.00 . ( See sec . 25 and fig . 21. ) In the design of the emergency gate chamber , vertical and lateral loads were considered . The vertical load was assumed to be uniformly distributed on a horizontal ...
Page 49
... centerline of conduit ; a trapezoidal distribution for lateral loads on both sides of conduit . ( 3 ) Vertical loads distributed uniformly at top and bottom of conduit ; no lateral loads on conduit . ( b ) Design Considerations .-- The ...
... centerline of conduit ; a trapezoidal distribution for lateral loads on both sides of conduit . ( 3 ) Vertical loads distributed uniformly at top and bottom of conduit ; no lateral loads on conduit . ( b ) Design Considerations .-- The ...
Page 51
... centerline of both upstream and downstream frames of the emergency gate . An 8 - inch pipe with control valve provides a connection between these openings and is used for filling the outlet conduit when the emergency gate is closed and ...
... centerline of both upstream and downstream frames of the emergency gate . An 8 - inch pipe with control valve provides a connection between these openings and is used for filling the outlet conduit when the emergency gate is closed and ...
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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