Trenton Dam: Constructed 1949-1953 |
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Page 8
... firm LOGS OF MISCELLANEOUS HOLES Figure 4 .-- Plan of exploratory holes in Trenton Dam foundation area . ( Sheet 1 of 2. ) From drawing 328 - D - 993 . JHI12- N45.000 NOTE Topography represents ground surface prior to first. 8.
... firm LOGS OF MISCELLANEOUS HOLES Figure 4 .-- Plan of exploratory holes in Trenton Dam foundation area . ( Sheet 1 of 2. ) From drawing 328 - D - 993 . JHI12- N45.000 NOTE Topography represents ground surface prior to first. 8.
Page 9
... FEET HORIZONTAL 600 80 100 150 SCALE OF FEET VERTICAL Figure 4. --Plan of exploratory holes in Trenton Dam foundation area . ( Sheet 2 of 2. ) From drawing 328 - D - 993 . CB8Q RR Relocation AAH261 € 102,000 AM234 AH233 AMEZE AM224. 9.
... FEET HORIZONTAL 600 80 100 150 SCALE OF FEET VERTICAL Figure 4. --Plan of exploratory holes in Trenton Dam foundation area . ( Sheet 2 of 2. ) From drawing 328 - D - 993 . CB8Q RR Relocation AAH261 € 102,000 AM234 AH233 AMEZE AM224. 9.
Page 12
... highway relocation around Swanson Lake ( the reservoir formed by Trenton Dam ) . ( Sheet 1 of 2. ) From drawing 328 - D - 999 . Ο 500 + 00 To Atwood , Kansas 2750 960p 2,000 2,000 4,000 6,000 SCALE OF FEET RESERVOIR DATA Super. 12.
... highway relocation around Swanson Lake ( the reservoir formed by Trenton Dam ) . ( Sheet 1 of 2. ) From drawing 328 - D - 999 . Ο 500 + 00 To Atwood , Kansas 2750 960p 2,000 2,000 4,000 6,000 SCALE OF FEET RESERVOIR DATA Super. 12.
Page 13
... ( Sheet 2 of 2. ) From 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 ...
... ( Sheet 2 of 2. ) From 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 ...
Page 18
... ( Sheet 1 of 4. ) From 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 ...
... ( Sheet 1 of 4. ) From 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 ...
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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