Trenton Dam: Constructed 1949-1953 |
From inside the book
Results 6-10 of 21
Page 28
... Radial gate control " piping Crown El 2793.17 at supports- EL 2790.00 5-44 3 . · 16 . Highway bridge to 30 + 00.00-- 6 ' Std pipe Batter per foot . Detail Y El 2754.00- 6 - Gravel blanket 15 " Lining E 2741.00 -Sta 30+ 09.67 axis of ...
... Radial gate control " piping Crown El 2793.17 at supports- EL 2790.00 5-44 3 . · 16 . Highway bridge to 30 + 00.00-- 6 ' Std pipe Batter per foot . Detail Y El 2754.00- 6 - Gravel blanket 15 " Lining E 2741.00 -Sta 30+ 09.67 axis of ...
Page 29
... Radial gates- -21-021-0 . Control well intake E 2728.00 Slope 3 : 1 42 ' - 0 " . E12754.00 Top of crest EL 2743.00 : F El 2733.00 -42-0 -River outlet . gate chamber- 8-0'x8'0 Gallery Gravel blanket -El 2705.0 Sta 86 +69.65 15 " Av . 12 ...
... Radial gates- -21-021-0 . Control well intake E 2728.00 Slope 3 : 1 42 ' - 0 " . E12754.00 Top of crest EL 2743.00 : F El 2733.00 -42-0 -River outlet . gate chamber- 8-0'x8'0 Gallery Gravel blanket -El 2705.0 Sta 86 +69.65 15 " Av . 12 ...
Page 30
... Radial gate -4-010-0 Access well -Bottom seal seat Sta . 30 + 16.95 El 2742.47 Catch basin Intersection of 6 " Deep keyways earthfill with outside of pier , 12 " Dia sewer pipe drain Contraction joint -Formed drain Sta30 2300 Sta 30 ...
... Radial gate -4-010-0 Access well -Bottom seal seat Sta . 30 + 16.95 El 2742.47 Catch basin Intersection of 6 " Deep keyways earthfill with outside of pier , 12 " Dia sewer pipe drain Contraction joint -Formed drain Sta30 2300 Sta 30 ...
Page 34
... Radial Gates . - A 42- by 30 - foot radial gate ( fig . 14 ) is in- stalled in each of three openings of the spillway structure . ( See sec . 15. ) The gates rest on bottom sills located 4.95 feet downstream from the axis of the ...
... Radial Gates . - A 42- by 30 - foot radial gate ( fig . 14 ) is in- stalled in each of three openings of the spillway structure . ( See sec . 15. ) The gates rest on bottom sills located 4.95 feet downstream from the axis of the ...
Page 35
... Radial gate FLOW Crest El . 2743.00 Axis of spillway crest Sta . 30 +12.00 --Sta 30 +16.95 SECTION A - A REFERENCE DRAWINGS 42 ' 30 ' RADIAL GATE HOIST SHEAVES AND CONNECTIONS . SPILLWAY GATE STRUCTURE wered position . All threads shall ...
... Radial gate FLOW Crest El . 2743.00 Axis of spillway crest Sta . 30 +12.00 --Sta 30 +16.95 SECTION A - A REFERENCE DRAWINGS 42 ' 30 ' RADIAL GATE HOIST SHEAVES AND CONNECTIONS . SPILLWAY GATE STRUCTURE wered position . All threads shall ...
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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