Trenton Dam: Constructed 1949-1953 |
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Page iii
... joint grouting 69 71 71 74 74 74 D. Gate Installations 58 . High - pressure gates 75 59 . Radial gates 75 ( a ) Painting 75 CHAPTER VI --- TEST INSTALLATIONS 60 . Purpose 61 . Piezometer installation 62. Settlement installations 22223 ...
... joint grouting 69 71 71 74 74 74 D. Gate Installations 58 . High - pressure gates 75 59 . Radial gates 75 ( a ) Painting 75 CHAPTER VI --- TEST INSTALLATIONS 60 . Purpose 61 . Piezometer installation 62. Settlement installations 22223 ...
Page 5
... joints in the material are watertight . This material is highly impervious and , as it exists in a completely saturated state , high pore pressures develop after application of a load . 5. Cost . The following tabulation gives the cost ...
... joints in the material are watertight . This material is highly impervious and , as it exists in a completely saturated state , high pore pressures develop after application of a load . 5. Cost . The following tabulation gives the cost ...
Page 18
... joints- " Grade to El 2725 4 = 63 ° 00 R500.00 549.78 T = 306 40 ' π - 2725 N. 52 ° 00'E- PL Sta . 82 + 01 89 N. 49,531.76 E. 99 , 392.95 Telephone line + 000'6DN N.48,000 G Relocated . B.8 Q. R.R. Figure 8. --Trenton Dam -- General ...
... joints- " Grade to El 2725 4 = 63 ° 00 R500.00 549.78 T = 306 40 ' π - 2725 N. 52 ° 00'E- PL Sta . 82 + 01 89 N. 49,531.76 E. 99 , 392.95 Telephone line + 000'6DN N.48,000 G Relocated . B.8 Q. R.R. Figure 8. --Trenton Dam -- General ...
Page 23
... joints and embedded in graded gravel and selected sand . Coarse material was placed adjacent to the drain to form a filter and prevent clogging of the drain by movement of fine material . Because of the pervious materials and alluvial ...
... joints and embedded in graded gravel and selected sand . Coarse material was placed adjacent to the drain to form a filter and prevent clogging of the drain by movement of fine material . Because of the pervious materials and alluvial ...
Page 24
... joints SUIDJOB Contraction El 2653.00 Sta 39 + 00.00 Max Q = 133,000 C 40 60 80 100 SPILLWAY DISCHARGE IN THOUSANDS OF G. F.S. DISCHARGE - TAILWATER CURVES Max . T.W. El 2700.61 TAILWATER ELEVATION - FEET Figure 9 .-- Spillway plan and ...
... joints SUIDJOB Contraction El 2653.00 Sta 39 + 00.00 Max Q = 133,000 C 40 60 80 100 SPILLWAY DISCHARGE IN THOUSANDS OF G. F.S. DISCHARGE - TAILWATER CURVES Max . T.W. El 2700.61 TAILWATER ELEVATION - FEET Figure 9 .-- Spillway plan and ...
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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