Trenton Dam: Constructed 1949-1953 |
From inside the book
Results 1-5 of 26
Page i
... Floors 33 ( b ) Walls 33 19 . Spillway bridge 20 . 21 . 22 . ( c ) Drains 42- by 30 - foot radial gates ( a ) Design stresses Radial gate controls ( a ) Design stresses Ice prevention system 34 34 34 34 37 37 37 23 . River outlet ...
... Floors 33 ( b ) Walls 33 19 . Spillway bridge 20 . 21 . 22 . ( c ) Drains 42- by 30 - foot radial gates ( a ) Design stresses Radial gate controls ( a ) Design stresses Ice prevention system 34 34 34 34 37 37 37 23 . River outlet ...
Page v
... floor slab 73 36 Placing concrete in a spillway pier with a crane and bucket 73 37 38 Laboratory technician preparing plastic tubing for installation of piezometer tip in the embankment Typical terminal well for 40 piezometer tips 77 78 ...
... floor slab 73 36 Placing concrete in a spillway pier with a crane and bucket 73 37 38 Laboratory technician preparing plastic tubing for installation of piezometer tip in the embankment Typical terminal well for 40 piezometer tips 77 78 ...
Page 30
... floor Grouted contraction joint- Right end pier Caulking- frame Shims Screen -Head and jamb Similar Sta 30 + 18.00- -Sill Shims Caulking- LOUVER DETAIL Highway Driage Sta . 30 + 0000 ~ 26-0 ° 1277 Axis of spillway crest Sta . 30 + 12.00 ...
... floor Grouted contraction joint- Right end pier Caulking- frame Shims Screen -Head and jamb Similar Sta 30 + 18.00- -Sill Shims Caulking- LOUVER DETAIL Highway Driage Sta . 30 + 0000 ~ 26-0 ° 1277 Axis of spillway crest Sta . 30 + 12.00 ...
Page 31
... floor slab 304,0-12 Gate passage : -3-11 " - --Stop log shown in position Th SECTION F - F 12 " -Type Z metal sealing strip Upstream face of spillway-- JA 8 ' Dia . 12 Metal ladder roller-- El 2783.00- Pipe handrail E12785.00 ...
... floor slab 304,0-12 Gate passage : -3-11 " - --Stop log shown in position Th SECTION F - F 12 " -Type Z metal sealing strip Upstream face of spillway-- JA 8 ' Dia . 12 Metal ladder roller-- El 2783.00- Pipe handrail E12785.00 ...
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
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