Trenton Dam: Constructed 1949-1953 |
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Page 7
... obtained at various depths during the exploration operations . Logs and locations of some of the exploratory holes are shown on figure 4 . An examination of the geologic profiles indicated a valley fill of alluvium to a depth of about ...
... obtained at various depths during the exploration operations . Logs and locations of some of the exploratory holes are shown on figure 4 . An examination of the geologic profiles indicated a valley fill of alluvium to a depth of about ...
Page 11
... obtained from a quarry at Golden , Colo . would be the most suitable for the riprap and rock - blanket of the dam . Rock obtained from the Golden quarry required blasting and processing at the quarry , shipment by railroad to Trenton ...
... obtained from a quarry at Golden , Colo . would be the most suitable for the riprap and rock - blanket of the dam . Rock obtained from the Golden quarry required blasting and processing at the quarry , shipment by railroad to Trenton ...
Page 22
... obtained from the spillway excavation were considered satisfactory zone 2 material . This mate- rial intercepts ... obtain approximately the same stability for em- bankment at all elevations . + ( a ) Upstream Slope . -- The upstream ...
... obtained from the spillway excavation were considered satisfactory zone 2 material . This mate- rial intercepts ... obtain approximately the same stability for em- bankment at all elevations . + ( a ) Upstream Slope . -- The upstream ...
Page 39
... hoist cylinder at 750 pounds per square inch . The capacity of the hoist was obtained from the following formula : Oil piping furnished by the Government-- 7-3 -Air vent FLOW 39 23 River outlet trashracks 24 High-pressure gates.
... hoist cylinder at 750 pounds per square inch . The capacity of the hoist was obtained from the following formula : Oil piping furnished by the Government-- 7-3 -Air vent FLOW 39 23 River outlet trashracks 24 High-pressure gates.
Page 44
... obtain the discharge . For a canal water surface lower than 2705.0 , the decrease must be added to the reservoir water surface elev . to obtain the discharge . In computing discharges , the losses through the operating gate and stilling ...
... obtain the discharge . For a canal water surface lower than 2705.0 , the decrease must be added to the reservoir water surface elev . to obtain the discharge . In computing discharges , the losses through the operating gate and stilling ...
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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