Trenton Dam: Constructed 1949-1953 |
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Page iv
... centerline of Trenton Dam Plan of exploratory holes in Trenton Dam foundation 3 4 area 5 Plan of borrow areas and logs of several test holes 6 Railroad and highway relocation around Swanson Lake ( the reservoir formed by Trenton Dam ) 8 ...
... centerline of Trenton Dam Plan of exploratory holes in Trenton Dam foundation 3 4 area 5 Plan of borrow areas and logs of several test holes 6 Railroad and highway relocation around Swanson Lake ( the reservoir formed by Trenton Dam ) 8 ...
Page 4
... centerline of Trenton Dam . Quartz Feldspars Montmorillonite ( bentonite ) Calcite Glass and pumice. 4 ELEVATIONS 2760 Loess Fine sandy silt Left Abutment 2720 Silty sand Ogallala sediments Clean sand - Partially cemented 2700 2640 100 ...
... centerline of Trenton Dam . Quartz Feldspars Montmorillonite ( bentonite ) Calcite Glass and pumice. 4 ELEVATIONS 2760 Loess Fine sandy silt Left Abutment 2720 Silty sand Ogallala sediments Clean sand - Partially cemented 2700 2640 100 ...
Page 5
... centerline of the dam is shown on figure 3 . The alluvial materials consist of clays , silts , and fine sand . The material for the most part is poorly graded ; the fine and worn fractions exist in separate beds which are often layered ...
... centerline of the dam is shown on figure 3 . The alluvial materials consist of clays , silts , and fine sand . The material for the most part is poorly graded ; the fine and worn fractions exist in separate beds which are often layered ...
Page 14
... centerline profile . Structure locations were selected . Waterway openings were computed from drainage areas using the Talbot formula with C = 0.9 . Lengths of culverts were estimated by using standard fill sections at structure sites ...
... centerline profile . Structure locations were selected . Waterway openings were computed from drainage areas using the Talbot formula with C = 0.9 . Lengths of culverts were estimated by using standard fill sections at structure sites ...
Page 32
... from the downstream end of these walls to the right and left , and at right angles to the spillway centerline . An outlet channel having a width of 266 feet , 32 (a) Design considerations (b) Reinforcement design Chute and stilling basin.
... from the downstream end of these walls to the right and left , and at right angles to the spillway centerline . An outlet channel having a width of 266 feet , 32 (a) Design considerations (b) Reinforcement design Chute and stilling basin.
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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