Trenton Dam: Constructed 1949-1953 |
From inside the book
Results 1-5 of 25
Page i
... Floors ( b ) Walls ( c ) Drains 42- by 30 - foot radial gates ( a ) Design 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 ...
... Floors ( b ) Walls ( c ) Drains 42- by 30 - foot radial gates ( a ) Design 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 ...
Page v
... floor slab 73 36 Placing concrete in a spillway pier with a crane and bucket 73 377 38 Laboratory technician preparing plastic tubing for installation of piezometer tip in the embankment Typical terminal well for 40 piezometer tips 77 ...
... floor slab 73 36 Placing concrete in a spillway pier with a crane and bucket 73 377 38 Laboratory technician preparing plastic tubing for installation of piezometer tip in the embankment Typical terminal well for 40 piezometer tips 77 ...
Page 30
... floor ... Grouted contraction joint- E Right end pier Caulking- frame Shims Screen- Head and jamb similar Sta 30 + 18.00- Caulking- 8- Sill Shims LOUVER DETAIL Highway Driage Sta . 30 + 00.00 Sta 30 + 1900 Highway bridge Sta 30-80.9 ...
... floor ... Grouted contraction joint- E Right end pier Caulking- frame Shims Screen- Head and jamb similar Sta 30 + 18.00- Caulking- 8- Sill Shims LOUVER DETAIL Highway Driage Sta . 30 + 00.00 Sta 30 + 1900 Highway bridge Sta 30-80.9 ...
Page 31
... floor slab . El 2690 ( 5-0 Av 4-9 " Min SECTIONAL ELEVATION B - B Top of curb Protective fence El . 2793.75 at supports Structural steel cover Structural steel cover Crown E1.279317 at supports 12 -Type Z metal sealing strip Upstream ...
... floor slab . El 2690 ( 5-0 Av 4-9 " Min SECTIONAL ELEVATION B - B Top of curb Protective fence El . 2793.75 at supports Structural steel cover Structural steel cover Crown E1.279317 at supports 12 -Type Z metal sealing strip Upstream ...
Page 32
... floor is 4 feet 6 inches thick at the upstream sill and 24 inches thick at the downstream sill . Walls extending to a maximum height of 57 feet are provided at the outer edge of the floor slab . Wing walls extend from the downstream end ...
... floor is 4 feet 6 inches thick at the upstream sill and 24 inches thick at the downstream sill . Walls extending to a maximum height of 57 feet are provided at the outer edge of the floor slab . Wing walls extend from the downstream end ...
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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