Trenton Dam: Constructed 1949-1953 |
From inside the book
Results 6-10 of 27
Page 7
... abutment . A 10- to 20 - foot layer of partially cemented sand , covered by a thicker layer of loess , was exposed on the more abrupt river valley slopes of the right abutment . Permeability of the alluvium in the dam foundation was ...
... abutment . A 10- to 20 - foot layer of partially cemented sand , covered by a thicker layer of loess , was exposed on the more abrupt river valley slopes of the right abutment . Permeability of the alluvium in the dam foundation was ...
Page 17
... abutment sections on both sides of the spillway structure designed for increasing heights of embankment as in the gravity abutment section design . This was the scheme adopted in the final design . Consideration was also given to ...
... abutment sections on both sides of the spillway structure designed for increasing heights of embankment as in the gravity abutment section design . This was the scheme adopted in the final design . Consideration was also given to ...
Page 22
... abutment . The gate structure for the spillway is a combination gravity overflow crest and slab and but- tress abutments . It is 90 feet in height and 438 feet in length . The overflow gravity sec- tion contains three 42- by 30 - foot ...
... abutment . The gate structure for the spillway is a combination gravity overflow crest and slab and but- tress abutments . It is 90 feet in height and 438 feet in length . The overflow gravity sec- tion contains three 42- by 30 - foot ...
Page 23
... abutment south of the canal outlet works . This drain provides an outlet for seepage water which otherwise would impair the stability of the downstream portion of the embankment . The outer limit of the downstream embankment was ...
... abutment south of the canal outlet works . This drain provides an outlet for seepage water which otherwise would impair the stability of the downstream portion of the embankment . The outer limit of the downstream embankment was ...
Page 24
... Abutment drain 12 Drain outlet encased , in concrete- outlet encased in concrete ----- Paved gutter 12 " Air inlet encased in concrete . El 2706.5- בתה S - 002 6 Longit drains Contractic joints Drain 24 " Floot well droin encased in ...
... Abutment drain 12 Drain outlet encased , in concrete- outlet encased in concrete ----- Paved gutter 12 " Air inlet encased in concrete . El 2706.5- בתה S - 002 6 Longit drains Contractic joints Drain 24 " Floot well droin encased in ...
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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