Trenton Dam: Constructed 1949-1953 |
From inside the book
Results 1-5 of 24
Page i
... Reinforcement design 18 . Chute and stilling basin 19 . 20 . 21 . 22 . 23 . 24 . ( a ) Floors ( b ) Walls ( c ) Drains 42- by 30 - foot radial gates ( a ) Design stresses Radial gate controls ( a ) Design stresses Ice prevention system ...
... Reinforcement design 18 . Chute and stilling basin 19 . 20 . 21 . 22 . 23 . 24 . ( a ) Floors ( b ) Walls ( c ) Drains 42- by 30 - foot radial gates ( a ) Design stresses Radial gate controls ( a ) Design stresses Ice prevention system ...
Page iii
... Reinforcement steel 52 . Forms 53 . 54 . 55 . 56 . 57 . Batching and mixing Control Placement ( a ) Cold weather operations Curing Contraction joint grouting D. Gate Installations 58 . 59 . High - pressure gates Radial gates ( a ) ...
... Reinforcement steel 52 . Forms 53 . 54 . 55 . 56 . 57 . Batching and mixing Control Placement ( a ) Cold weather operations Curing Contraction joint grouting D. Gate Installations 58 . 59 . High - pressure gates Radial gates ( a ) ...
Page 24
... Reinforcement shown in Sec . 6 - G , H - H , and J - J , only Structural design based on a minimum compressive strength of 3000 lbs . per sq . in . at 28 days . Highway bridge designed for H - 20 S 16-44 looding . ཀཥ 266-0 8.2675.0- Top ...
... Reinforcement shown in Sec . 6 - G , H - H , and J - J , only Structural design based on a minimum compressive strength of 3000 lbs . per sq . in . at 28 days . Highway bridge designed for H - 20 S 16-44 looding . ཀཥ 266-0 8.2675.0- Top ...
Page 30
... Reinforcement not shown : For metal sealing strip details see Dwg 40-0-4510 For details of joint grouting outlets and header connections see Dwg 40-0-4531 For door and window details see Dwg . 328-0-951 Electrictal conduit and apparatus ...
... Reinforcement not shown : For metal sealing strip details see Dwg 40-0-4510 For details of joint grouting outlets and header connections see Dwg 40-0-4531 For door and window details see Dwg . 328-0-951 Electrictal conduit and apparatus ...
Page 32
... Reinforcement Design . The reinforcement for the cutoff at the upstream edge of the gate structure was designed for a horizontal load in excess of that absorbed in friction between the base of structure and the foundation . In a ...
... Reinforcement Design . The reinforcement for the cutoff at the upstream edge of the gate structure was designed for a horizontal load in excess of that absorbed in friction between the base of structure and the foundation . In a ...
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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