Trenton Dam: Constructed 1949-1953 |
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Page i
... Hydraulic requirements 15 10 . Flood routing 15 ( a ) Tailwater computations 17 11 . Economic and other considerations 17 12 . River diversion plan 17 A. Arrangement of Structures 13. General 22 B. Dam 14 . Embankment ( a ) Upstream ...
... Hydraulic requirements 15 10 . Flood routing 15 ( a ) Tailwater computations 17 11 . Economic and other considerations 17 12 . River diversion plan 17 A. Arrangement of Structures 13. General 22 B. Dam 14 . Embankment ( a ) Upstream ...
Page 14
... - located . This relocation work involved the preparation of design data , including prelimi- nary alinement and profile cross sections , and drainage areas . CHAPTER III -- DESIGN - 9. Hydraulic Requirements . In 14.
... - located . This relocation work involved the preparation of design data , including prelimi- nary alinement and profile cross sections , and drainage areas . CHAPTER III -- DESIGN - 9. Hydraulic Requirements . In 14.
Page 15
... Hydraulic Requirements . In accordance with flood control regulations of the Flood Control Act dated December 22 , 1944 , and field working agreement between the Bureau of Reclamation and the Corps of Engineers dated October 26 , 1954 ...
... Hydraulic Requirements . In accordance with flood control regulations of the Flood Control Act dated December 22 , 1944 , and field working agreement between the Bureau of Reclamation and the Corps of Engineers dated October 26 , 1954 ...
Page 16
... hydraulic operation for reservoir water surfaces above El . 2773.0 with a ratio of reservoir water surface rise to ... Hydraulics Laboratory curve . Report No. Hyd - 301 Figure 26 ) 24 28 20 32 36 40 Figure 7 .-- Flood routing curves ...
... hydraulic operation for reservoir water surfaces above El . 2773.0 with a ratio of reservoir water surface rise to ... Hydraulics Laboratory curve . Report No. Hyd - 301 Figure 26 ) 24 28 20 32 36 40 Figure 7 .-- Flood routing curves ...
Page 27
... hydraulic gate operating system . To provide a minimum of contraction of the flow of water , the outer piers were tapered from elevation 2754 to elevation 2785 . On top of the left abutment pier and downstream of the spillway bridge is ...
... hydraulic gate operating system . To provide a minimum of contraction of the flow of water , the outer piers were tapered from elevation 2754 to elevation 2785 . On top of the left abutment pier and downstream of the spillway bridge is ...
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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