Trenton Dam: Constructed 1949-1953 |
From inside the book
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Page iv
... pier and bridge details 30 14 General installation of 42- by 30 - foot radial gate for spillway 35 15 Spillway radial gate hoist assembly 36 16 Spillway gate structure -- River outlet and gate control arrangement 38 17 Assembly and list ...
... pier and bridge details 30 14 General installation of 42- by 30 - foot radial gate for spillway 35 15 Spillway radial gate hoist assembly 36 16 Spillway gate structure -- River outlet and gate control arrangement 38 17 Assembly and list ...
Page v
... pier with a crane and bucket 73 37 38 Laboratory technician preparing plastic tubing for installation of piezometer tip in the embankment Typical terminal well for 40 piezometer tips 77 78 39 40 Typical foundation settlement ...
... pier with a crane and bucket 73 37 38 Laboratory technician preparing plastic tubing for installation of piezometer tip in the embankment Typical terminal well for 40 piezometer tips 77 78 39 40 Typical foundation settlement ...
Page 23
... piers separate the gates and provide sup- port for a spillway bridge and gate control equipment . The spillway was designed for a discharge of 133,000 second - feet at reservoir water surface elevation 2785.0 , but model studies ...
... piers separate the gates and provide sup- port for a spillway bridge and gate control equipment . The spillway was designed for a discharge of 133,000 second - feet at reservoir water surface elevation 2785.0 , but model studies ...
Page 27
... piers spaced 50 feet over the gate structure . The four 8 - foot - wide piers extend to elevation 2785 , and contain stoplog slots and float wells with floats for use with the hydraulic gate operating system . To provide a minimum of ...
... piers spaced 50 feet over the gate structure . The four 8 - foot - wide piers extend to elevation 2785 , and contain stoplog slots and float wells with floats for use with the hydraulic gate operating system . To provide a minimum of ...
Page 29
... Pier- Crown El 2793.17 at supports- 9 " at crown El 2790.00 -Gale hoisting machinery not shown- -Structural steel cover Crown El 2793.17 Expansion joint 9 at crown 46 " Fillet -Bridge abutment retaining walls -6 " Fillet Crown El ...
... Pier- Crown El 2793.17 at supports- 9 " at crown El 2790.00 -Gale hoisting machinery not shown- -Structural steel cover Crown El 2793.17 Expansion joint 9 at crown 46 " Fillet -Bridge abutment retaining walls -6 " Fillet Crown El ...
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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