Trenton Dam: Constructed 1949-1953 |
From inside the book
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Page 20
... axis Sta . 85 + 90.65 Diogram for camber on crest of dom Crest of dom wout camber EL.2793 El . 2760 40 + 00 Nor . W. S. El . 2752 80 + 00 Limit of embankment construction prior to relocation of railroad ----- Earthfill ----- 30 + 00 El ...
... axis Sta . 85 + 90.65 Diogram for camber on crest of dom Crest of dom wout camber EL.2793 El . 2760 40 + 00 Nor . W. S. El . 2752 80 + 00 Limit of embankment construction prior to relocation of railroad ----- Earthfill ----- 30 + 00 El ...
Page 22
... axis of the dam . A horse- shoe conduit , about 244 feet long and containing a 56 - inch steel outlet pipe , extends from the emergency gate chamber to a control house and stilling well structure . An outlet is provided in the stilling ...
... axis of the dam . A horse- shoe conduit , about 244 feet long and containing a 56 - inch steel outlet pipe , extends from the emergency gate chamber to a control house and stilling well structure . An outlet is provided in the stilling ...
Page 24
... Axis of Dam El . 30 + 80.97 N 50,000 EL 2725.0 273507 Excavate to approx S : 002 G Drain cemented joints SUIDJOB Contraction El 2653.00 Sta 39 + 00.00 Max Q = 133,000 C 40 60 80 100 SPILLWAY DISCHARGE IN THOUSANDS OF G. F.S. DISCHARGE ...
... Axis of Dam El . 30 + 80.97 N 50,000 EL 2725.0 273507 Excavate to approx S : 002 G Drain cemented joints SUIDJOB Contraction El 2653.00 Sta 39 + 00.00 Max Q = 133,000 C 40 60 80 100 SPILLWAY DISCHARGE IN THOUSANDS OF G. F.S. DISCHARGE ...
Page 28
... Axis of spillway crest Sta . 30 + 12.00 -Contraction joints- . El 2785.00 El . 2775.00- Sta 29-6744 2-3 2783.00 Std pipe 36 ' - 6--36 ' - 6 " 21-6 Approach channel lining -El . 2728 00 Top wall Sta 29 + 43.44 -El 2705.0 Sta 30 + 09.67 Axis ...
... Axis of spillway crest Sta . 30 + 12.00 -Contraction joints- . El 2785.00 El . 2775.00- Sta 29-6744 2-3 2783.00 Std pipe 36 ' - 6--36 ' - 6 " 21-6 Approach channel lining -El . 2728 00 Top wall Sta 29 + 43.44 -El 2705.0 Sta 30 + 09.67 Axis ...
Page 30
... Axis of spillway crest Sta . 30 + 12.00 Type Z metal seal ing strip Grout outlets -40 Sta 30 + 19.00 . Highway bridge Sta . 30 + 80.9 % -24 Float well drain 24-3-5 Architectural projected metal windows- -3-7 --- 3-53-7 . -Pipe handrail ...
... Axis of spillway crest Sta . 30 + 12.00 Type Z metal seal ing strip Grout outlets -40 Sta 30 + 19.00 . Highway bridge Sta . 30 + 80.9 % -24 Float well drain 24-3-5 Architectural projected metal windows- -3-7 --- 3-53-7 . -Pipe handrail ...
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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