Trenton Dam: Constructed 1949-1953 |
From inside the book
Results 1-5 of 27
Page
... base width with 1-1 / 2 to 1 side slopes , length about 6 , 760 feet Auxiliary cutoff trench : 50 - foot base width with 1-1 / 2 to 1 side slopes , length about 570 feet Spillway Type : Concrete overflow chute type with stilling basin ...
... base width with 1-1 / 2 to 1 side slopes , length about 6 , 760 feet Auxiliary cutoff trench : 50 - foot base width with 1-1 / 2 to 1 side slopes , length about 570 feet Spillway Type : Concrete overflow chute type with stilling basin ...
Page 19
... 10 UPSTREAM TOE TRENCH AT BASE OF RIPRAP 10 SECTION H - H SCALE OF FEET Figure 8. --Trenton Dam -- General plan and sections . ( Sheet 2 of 4. ) From drawing 328 - D - 945 . EL / 2793- i El 27062 Intake structure , Sta . 2 +. 19.
... 10 UPSTREAM TOE TRENCH AT BASE OF RIPRAP 10 SECTION H - H SCALE OF FEET Figure 8. --Trenton Dam -- General plan and sections . ( Sheet 2 of 4. ) From drawing 328 - D - 945 . EL / 2793- i El 27062 Intake structure , Sta . 2 +. 19.
Page 22
... base width of 780 feet , a crest elevation of 2793.0 , and a crest roadway 30 feet wide . A 1,100 - foot - long spillway structure having a maximum discharge capacity of 126,500 second - feet ( determined by model studies ) is located ...
... base width of 780 feet , a crest elevation of 2793.0 , and a crest roadway 30 feet wide . A 1,100 - foot - long spillway structure having a maximum discharge capacity of 126,500 second - feet ( determined by model studies ) is located ...
Page 23
... base of the riprap to prevent undermining of the riprap base by wave action . ( b ) Downstream Slope . Two 10 - foot berms , one at elevation 2735 and the other at elevation 2760 , were provided on the downstream slope of the embankment ...
... base of the riprap to prevent undermining of the riprap base by wave action . ( b ) Downstream Slope . Two 10 - foot berms , one at elevation 2735 and the other at elevation 2760 , were provided on the downstream slope of the embankment ...
Page 27
... base 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 ...
... base 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 ...
Other editions - View all
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