Trenton Dam: Constructed 1949-1953 |
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Results 1-5 of 21
Page
... Vertical shaft : 50 feet high Sill elevation : 2710.00 Outlet conduit : 5 feet 6 inches in diam- eter , 208 feet long Outlet pipe : 56 - inch - diameter pipe in horseshoe conduit , 244 feet long Gates : Two , 4 by 4 feet ( one is in ...
... Vertical shaft : 50 feet high Sill elevation : 2710.00 Outlet conduit : 5 feet 6 inches in diam- eter , 208 feet long Outlet pipe : 56 - inch - diameter pipe in horseshoe conduit , 244 feet long Gates : Two , 4 by 4 feet ( one is in ...
Page 9
... OF FEET HORIZONTAL 600 80 100 150 SCALE OF FEET VERTICAL Figure 4. --Plan of exploratory holes in Trenton Dam foundation area . ( Sheet 2 of 2. ) From drawing 328 - D - 993 . CB8Q RR Relocation AAH261 € 102,000 AM234 AH233 AMEZE AM224. 9.
... OF FEET HORIZONTAL 600 80 100 150 SCALE OF FEET VERTICAL Figure 4. --Plan of exploratory holes in Trenton Dam foundation area . ( Sheet 2 of 2. ) From drawing 328 - D - 993 . CB8Q RR Relocation AAH261 € 102,000 AM234 AH233 AMEZE AM224. 9.
Page 10
... VERTICAL SCALE OF FEET 42,000N- 2800 -2000- · 1020 APPROXIMATE LIMITS OF SOUTH BORROW AREA 38,000 N 8793 2775 8775 22 101,000 2793 2000 16 AM 797 AH787 ANTES AMT89 AMBIG AHAGE AHTOE AH791 AH 790 AHDIS AHARE AMAES AM430 AN742 AH745 2000 ...
... VERTICAL SCALE OF FEET 42,000N- 2800 -2000- · 1020 APPROXIMATE LIMITS OF SOUTH BORROW AREA 38,000 N 8793 2775 8775 22 101,000 2793 2000 16 AM 797 AH787 ANTES AMT89 AMBIG AHAGE AHTOE AH791 AH 790 AHDIS AHARE AMAES AM430 AN742 AH745 2000 ...
Page 22
... vertical intake shaft , about 50 feet high , and a circular conduit leading to an emergency gate chamber located near the axis of the dam . A horse- shoe conduit , about 244 feet long and containing a 56 - inch steel outlet pipe ...
... vertical intake shaft , about 50 feet high , and a circular conduit leading to an emergency gate chamber located near the axis of the dam . A horse- shoe conduit , about 244 feet long and containing a 56 - inch steel outlet pipe ...
Page 23
... vertical parabolic curves . The crest of the dam was covered with 12 inches of gravel and topped with 3 inches of gravel surfacing for a roadway . Beam- type guardrails , conforming to State highway requirements , were erected along the ...
... vertical parabolic curves . The crest of the dam was covered with 12 inches of gravel and topped with 3 inches of gravel surfacing for a roadway . Beam- type guardrails , conforming to State highway requirements , were erected along the ...
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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