Trenton Dam: Constructed 1949-1953 |
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Page iii
... No. 3047 Cost of test installations Allowable stresses used in gate design Design criteria List of applicable drawings References 91 ཚཋ 101 102 103 105 106 LIST OF FIGURES Figure Frontispiece Title Page Aerial view of iii.
... No. 3047 Cost of test installations Allowable stresses used in gate design Design criteria List of applicable drawings References 91 ཚཋ 101 102 103 105 106 LIST OF FIGURES Figure Frontispiece Title Page Aerial view of iii.
Page iv
Constructed 1949-1953 United States. Bureau of Reclamation. LIST OF FIGURES Figure Frontispiece Title Page Aerial view of Trenton Dam spillway during dedication ceremonies Frontispiece 1 Aerial view of Trenton Dam 2 2 3 4 Trenton Dam ...
Constructed 1949-1953 United States. Bureau of Reclamation. LIST OF FIGURES Figure Frontispiece Title Page Aerial view of Trenton Dam spillway during dedication ceremonies Frontispiece 1 Aerial view of Trenton Dam 2 2 3 4 Trenton Dam ...
Page v
Constructed 1949-1953 United States. Bureau of Reclamation. Figure 25 LIST OF FIGURES ( Continued ) Title Page Stripping dam foundation area 60 26 Main cutoff trench excavation operations 60 27 Auxiliary cutoff trench excavation ...
Constructed 1949-1953 United States. Bureau of Reclamation. Figure 25 LIST OF FIGURES ( Continued ) Title Page Stripping dam foundation area 60 26 Main cutoff trench excavation operations 60 27 Auxiliary cutoff trench excavation ...
Page 1
... figure 1 . The dam is one of the key storage and flood control features of the Missouri River Basin project . Among the benefits derived from the construction of Trenton Dam are flood control , diversion for irrigation , storage ...
... figure 1 . The dam is one of the key storage and flood control features of the Missouri River Basin project . Among the benefits derived from the construction of Trenton Dam are flood control , diversion for irrigation , storage ...
Page 2
Constructed 1949-1953 United States. Bureau of Reclamation. Figure 1 .-- Aerial view of Trenton Dam . P328-701-5544 , April 20 , 1954 . C. HOLYOKE 76 Amherst 1 8 ! PHILLIPS 回 COLORADO. 2.
Constructed 1949-1953 United States. Bureau of Reclamation. Figure 1 .-- Aerial view of Trenton Dam . P328-701-5544 , April 20 , 1954 . C. HOLYOKE 76 Amherst 1 8 ! PHILLIPS 回 COLORADO. 2.
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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