Trenton Dam: Constructed 1949-1953 |
From inside the book
Results 6-10 of 55
Page iv
... River outlet and gate control arrangement 38 17 Assembly and list of parts for 6- by 7-1 / 2 - foot high- pressure gate 40 18 Canal outlet works-- Plan and sections 42 19 Canal outlet works discharge curves 44 20 Pressure conduit of ...
... River outlet and gate control arrangement 38 17 Assembly and list of parts for 6- by 7-1 / 2 - foot high- pressure gate 40 18 Canal outlet works-- Plan and sections 42 19 Canal outlet works discharge curves 44 20 Pressure conduit of ...
Page 1
... river outlet is provided through the spillway structure for river regulation . At the opposite end of the dam another outlet works is provided to meet irrigation re- quirements . This outlet works forms the headworks for the Meeker ...
... river outlet is provided through the spillway structure for river regulation . At the opposite end of the dam another outlet works is provided to meet irrigation re- quirements . This outlet works forms the headworks for the Meeker ...
Page 3
... River 61 CBAQ 136 Wheeler Bird City CHEYENNE North Beaver 2 27 SHERMAN Ruleton 27 South Creek 17 HA E Stinking Wal Hamlet Palisade 25 S HAYES CENTER Maywood Creek 23N Farnum CURTIS FRON ER 23S 831 Stockville MEDICINE CREEK DAM Stratton ...
... River 61 CBAQ 136 Wheeler Bird City CHEYENNE North Beaver 2 27 SHERMAN Ruleton 27 South Creek 17 HA E Stinking Wal Hamlet Palisade 25 S HAYES CENTER Maywood Creek 23N Farnum CURTIS FRON ER 23S 831 Stockville MEDICINE CREEK DAM Stratton ...
Page 4
... RIVER BASIN PROJ FRENCHMAN - CAMBRIDGE DIVISION - M TRENTON DAM GEOLOGICAL SECTION DAM FOUNDATION DRAWN ... SUBMITTED TRACED RECOMMENDEDftige CHECKED APPROVEDE TRENTON , NIBH . SEPT . 1956 328-720-44 & US Highway No 34 Relocation GOWA ...
... RIVER BASIN PROJ FRENCHMAN - CAMBRIDGE DIVISION - M TRENTON DAM GEOLOGICAL SECTION DAM FOUNDATION DRAWN ... SUBMITTED TRACED RECOMMENDEDftige CHECKED APPROVEDE TRENTON , NIBH . SEPT . 1956 328-720-44 & US Highway No 34 Relocation GOWA ...
Page 7
... river valley slopes of the right abutment . Permeability of the alluvium in the dam foundation was determined by gravity tests at different depths in several drill holes . Leakage studies indicated that the allu- vium was relatively ...
... river valley slopes of the right abutment . Permeability of the alluvium in the dam foundation was determined by gravity tests at different depths in several drill holes . Leakage studies indicated that the allu- vium was relatively ...
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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