Trenton Dam: Constructed 1949-1953 |
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Page 23
... length . From a maximum camber of 1.5 feet , anticipated settlement and consolidation at different loca- tions was determined by vertical parabolic curves . The crest of the dam was covered with 12 inches of gravel and topped with 3 ...
... length . From a maximum camber of 1.5 feet , anticipated settlement and consolidation at different loca- tions was determined by vertical parabolic curves . The crest of the dam was covered with 12 inches of gravel and topped with 3 ...
Page 27
... length of about 60 feet and a base width of about 75 feet . The outer panels are similar and are about 84 feet 6 inches long , tapering uniformly from the width of the inner panel to 44 feet at the outer edge . Buttresses , spaced at 20 ...
... length of about 60 feet and a base width of about 75 feet . The outer panels are similar and are about 84 feet 6 inches long , tapering uniformly from the width of the inner panel to 44 feet at the outer edge . Buttresses , spaced at 20 ...
Page 32
... length of 694 feet and a uniform bottom slope of 0.010 for the first 474 feet ( fig . 9 ) . The bottom slope of the re- maining length is that of a 130 - foot vertical curve connecting with a 3 to 1 slope at the stilling basin . The ...
... length of 694 feet and a uniform bottom slope of 0.010 for the first 474 feet ( fig . 9 ) . The bottom slope of the re- maining length is that of a 130 - foot vertical curve connecting with a 3 to 1 slope at the stilling basin . The ...
Page 33
... length of about 6,000 feet carries the spillway discharge to the river . ( a ) Floors .-- Floors of the spillway were designed for stability under all antici- pated loads . The stilling basin floor was designed for full uplift for ...
... length of about 6,000 feet carries the spillway discharge to the river . ( a ) Floors .-- Floors of the spillway were designed for stability under all antici- pated loads . The stilling basin floor was designed for full uplift for ...
Page 35
... . JAR RECOMMENDED , APPROVED DENVER , COLORADO - NOV . 80 , 1950 SHEET 1 OF 83 328 - D - 1024 Figure 14. --General installation of 42- by 30 - foot radial gate for spillway . do ab Chamfer Length to suit coupling furnished- 10-000100 ₤ 35.
... . JAR RECOMMENDED , APPROVED DENVER , COLORADO - NOV . 80 , 1950 SHEET 1 OF 83 328 - D - 1024 Figure 14. --General installation of 42- by 30 - foot radial gate for spillway . do ab Chamfer Length to suit coupling furnished- 10-000100 ₤ 35.
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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