Trenton Dam: Constructed 1949-1953 |
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Page i
... stresses Ice prevention system 34 34 34 34 37 37 37 23 . River outlet trashracks 39 24 . High - pressure gates 39 D. Canal Outlet Works 25 . General 26. Intake structure 41 41 Section CONTENTS ( Continued ) 27 . 28 . 29 i.
... stresses Ice prevention system 34 34 34 34 37 37 37 23 . River outlet trashracks 39 24 . High - pressure gates 39 D. Canal Outlet Works 25 . General 26. Intake structure 41 41 Section CONTENTS ( Continued ) 27 . 28 . 29 i.
Page ii
... Trashracks Pressure conduit ( a ) Loadings Emergency gate chamber Horseshoe conduit ( a ) Loadings ( b ) Design considerations Outlet pipe Control house and stilling well ( a ) Design considerations High - pressure gates Miscellaneous ...
... Trashracks Pressure conduit ( a ) Loadings Emergency gate chamber Horseshoe conduit ( a ) Loadings ( b ) Design considerations Outlet pipe Control house and stilling well ( a ) Design considerations High - pressure gates Miscellaneous ...
Page 19
... Trashrack structure Approximate limits of impervious blanket- 44,000 E.99,000 2725- Spillway inlet channel El . 2725 E2705 , 6 : 1 El 2710 Crest of dam El . 2793.0 -141-6 2750 Spillway -42-042-05 80 EL 2743.0 E127050 E1277310 SECTION B ...
... Trashrack structure Approximate limits of impervious blanket- 44,000 E.99,000 2725- Spillway inlet channel El . 2725 E2705 , 6 : 1 El 2710 Crest of dam El . 2793.0 -141-6 2750 Spillway -42-042-05 80 EL 2743.0 E127050 E1277310 SECTION B ...
Page 27
... Trashrack structures are located at the entrance of each of the river outlets and extend from the inlet walls to the gate structure . Each trashrack structure has two -Berm 2760 ---- 22-0 12 Drain --- 18 " Drain- 27 Abutment structure ...
... Trashrack structures are located at the entrance of each of the river outlets and extend from the inlet walls to the gate structure . Each trashrack structure has two -Berm 2760 ---- 22-0 12 Drain --- 18 " Drain- 27 Abutment structure ...
Page 28
... Trashrack structures for river outlets Sta . 29 + 10.00 EL 2724.00- Top wall -35 ' - 0 2750 Paved gutter Bridge abutment refaining walls 4 " Formed drain openings Highway bridge Axis of abutment Sta 30 + 09.67 Sta 30 + 00.00 26-0 9-8 El ...
... Trashrack structures for river outlets Sta . 29 + 10.00 EL 2724.00- Top wall -35 ' - 0 2750 Paved gutter Bridge abutment refaining walls 4 " Formed drain openings Highway bridge Axis of abutment Sta 30 + 09.67 Sta 30 + 00.00 26-0 9-8 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