Trenton Dam: Constructed 1949-1953 |
From inside the book
Results 11-15 of 53
Page 22
... Embankment . The scarcity of free - draining materials in the vicinity of the dam site limited the zoning possibilities of the structure . Maximum use of material from structure excavations was incorporated as a requirement in the ...
... Embankment . The scarcity of free - draining materials in the vicinity of the dam site limited the zoning possibilities of the structure . Maximum use of material from structure excavations was incorporated as a requirement in the ...
Page 23
... embankment . The outer limit of the downstream embankment was selected for the toe drain construction so as to reduce the velocity of the water entering the drain and thereby minimize the movement of fine particles into the drain . To ...
... embankment . The outer limit of the downstream embankment was selected for the toe drain construction so as to reduce the velocity of the water entering the drain and thereby minimize the movement of fine particles into the drain . To ...
Page 24
... Embankment toe drain 2740 2730 100,000 S 75 ° 00 ' E 6 : 1 Slope measured from datum line El . 27750 bearing $ 75 ° 00'E intersecting dam axis of Sta 90+ 72.77 N 50 , 32695 , E 99 , 763.75 42 Drain -18 " Drain -24 ' Float well drain ...
... Embankment toe drain 2740 2730 100,000 S 75 ° 00 ' E 6 : 1 Slope measured from datum line El . 27750 bearing $ 75 ° 00'E intersecting dam axis of Sta 90+ 72.77 N 50 , 32695 , E 99 , 763.75 42 Drain -18 " Drain -24 ' Float well drain ...
Page 25
... embankment --24 " Special compaction Detail Z S = 0.020 127mpervious backfill " 24 Dumped riprap EL 2705 : 0 Groded sand , gravel and crushed rock or gravel . Abutment cut - off Trashrocks SECTION C - C Grouted contraction joints . 24 ...
... embankment --24 " Special compaction Detail Z S = 0.020 127mpervious backfill " 24 Dumped riprap EL 2705 : 0 Groded sand , gravel and crushed rock or gravel . Abutment cut - off Trashrocks SECTION C - C Grouted contraction joints . 24 ...
Page 26
... Abutment Structures . The two abutment structures ,. Figure 11 .-- Completed spillway structure viewed from right side of stilling basin . P328-701-5282 , October 30 , 1953 . ( 1 ) Embankment saturated to phreatic line for normal. 26.
... Abutment Structures . The two abutment structures ,. Figure 11 .-- Completed spillway structure viewed from right side of stilling basin . P328-701-5282 , October 30 , 1953 . ( 1 ) Embankment saturated to phreatic line for normal. 26.
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