Trenton Dam: Constructed 1949-1953 |
From inside the book
Results 1-5 of 10
Page 1
... protective dike at the head of the lake for the town of Trenton . Alternative sites west of Trenton were studied and a site 2 miles west of Trenton was finally selected as the best suited topographically and geologically , which also ...
... protective dike at the head of the lake for the town of Trenton . Alternative sites west of Trenton were studied and a site 2 miles west of Trenton was finally selected as the best suited topographically and geologically , which also ...
Page 25
... protective coating to freshly exposed excavated surfaces where directed Original ground surface El 2710.00- El 2706.50- S - 0020 -12 Layer of impervious backfill S = 0.020 Pervious backfill Elliptical corners- 8 " Drain outlets . Groded ...
... protective coating to freshly exposed excavated surfaces where directed Original ground surface El 2710.00- El 2706.50- S - 0020 -12 Layer of impervious backfill S = 0.020 Pervious backfill Elliptical corners- 8 " Drain outlets . Groded ...
Page 29
... Protective. Sta 88 + 08.65 Crown El 2793.17 at supports Camber at center of 50 ' span- 145-0 . 20-0-20-0-20-0-20-020-0 ° 20-019-0 ° - Flood - out openings El . 2780.50 -158 ' - 0 " - -Protective fence 50 ' - 0 --50-0 . EL 2775.00 Top of ...
... Protective. Sta 88 + 08.65 Crown El 2793.17 at supports Camber at center of 50 ' span- 145-0 . 20-0-20-0-20-0-20-020-0 ° 20-019-0 ° - Flood - out openings El . 2780.50 -158 ' - 0 " - -Protective fence 50 ' - 0 --50-0 . EL 2775.00 Top of ...
Page 30
... Protective fence- El . 2785.00- Sta . 29-67.44 Float well-- 4 - OR- B Contraction joint in approach channel Vining- Structural steel Cover- Left intermediate pier- 2 " Crown E1.2793.17 at supports- Flood - out opening Top of flood ...
... Protective fence- El . 2785.00- Sta . 29-67.44 Float well-- 4 - OR- B Contraction joint in approach channel Vining- Structural steel Cover- Left intermediate pier- 2 " Crown E1.2793.17 at supports- Flood - out opening Top of flood ...
Page 31
... protective coating to freshly exposed excavated surfaces where directed SECTIONAL ELEVATION B - B El 2725.67 . Counter weight guide £ Gate pin El 2767.00 TABLE OF CREST CO - ORDINATES -Gate pin Sta . 30 + 81.37 Sta . 30 + 48.55 El ...
... protective coating to freshly exposed excavated surfaces where directed SECTIONAL ELEVATION B - B El 2725.67 . Counter weight guide £ Gate pin El 2767.00 TABLE OF CREST CO - ORDINATES -Gate pin Sta . 30 + 81.37 Sta . 30 + 48.55 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