Trenton Dam: Constructed 1949-1953 |
From inside the book
Results 6-10 of 31
Page 13
... drawing 328 - D - 999 . UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF RECLAMATION MISSOURI RIVER BASIN PROJECT FRENCHMAN - CAMBRIDGE DIVISION - NEBRASKA SWANSON RESERVOIR AREA RAILROAD AND HIGHWAY RELOCATION DRAWN ... Al SUBMITTED ...
... drawing 328 - D - 999 . UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF RECLAMATION MISSOURI RIVER BASIN PROJECT FRENCHMAN - CAMBRIDGE DIVISION - NEBRASKA SWANSON RESERVOIR AREA RAILROAD AND HIGHWAY RELOCATION DRAWN ... Al SUBMITTED ...
Page 18
... drawing 328 - D - 945 . N47,000 DIVERTED DIVERTED E Crest N 2 ° 00'W -Gate chamber ,. 30-0- Crest of dam 15-0 --- 125 -Guardrail ---- El . 2794.5 18 Camber at Max Camber Crest El . 2793 at zero camber Seeding on 12 " of Topsoil 1.84 At ...
... drawing 328 - D - 945 . N47,000 DIVERTED DIVERTED E Crest N 2 ° 00'W -Gate chamber ,. 30-0- Crest of dam 15-0 --- 125 -Guardrail ---- El . 2794.5 18 Camber at Max Camber Crest El . 2793 at zero camber Seeding on 12 " of Topsoil 1.84 At ...
Page 19
... UPSTREAM TOE TRENCH AT BASE OF RIPRAP 10 SECTION H - H SCALE OF FEET Figure 8. --Trenton Dam -- General plan and sections . ( Sheet 2 of 4. ) From drawing 328 - D - 945 . EL / 2793- i El 27062 Intake structure , Sta . 2 +. 19.
... UPSTREAM TOE TRENCH AT BASE OF RIPRAP 10 SECTION H - H SCALE OF FEET Figure 8. --Trenton Dam -- General plan and sections . ( Sheet 2 of 4. ) From drawing 328 - D - 945 . EL / 2793- i El 27062 Intake structure , Sta . 2 +. 19.
Page 20
... . 2671.0 PROFILE ON ENE OF APPROACH CHANNEL AND CANAL OUTLET WORKS 50 50 100 Figure 8. --Trenton Dam -- General plan and sections . ( Sheet 3 of 4. ) From drawing 328 - D - 945 . Sto.29 + 67.44 . El.2773.0 El 2760.0 El 27430 El. 20.
... . 2671.0 PROFILE ON ENE OF APPROACH CHANNEL AND CANAL OUTLET WORKS 50 50 100 Figure 8. --Trenton Dam -- General plan and sections . ( Sheet 3 of 4. ) From drawing 328 - D - 945 . Sto.29 + 67.44 . El.2773.0 El 2760.0 El 27430 El. 20.
Page 21
... drawing 328 - D - 945 . River Outlets 2 14 500 600 700 Nor . S. ET 2752.0 120,60 4.6 . Min . ws.E , 2710.0 4,101 3 CANAL OUTLET DISCHARGE - HUNDREDS OF CFS 2 4 5 6 7 30 90 SPILLWAY - DISCHARGE RIVER OUTLETS DISCHARGE - THOUSANDS OF ...
... drawing 328 - D - 945 . River Outlets 2 14 500 600 700 Nor . S. ET 2752.0 120,60 4.6 . Min . ws.E , 2710.0 4,101 3 CANAL OUTLET DISCHARGE - HUNDREDS OF CFS 2 4 5 6 7 30 90 SPILLWAY - DISCHARGE RIVER OUTLETS DISCHARGE - THOUSANDS OF ...
Other editions - View all
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