Trenton Dam: Constructed 1949-1953 |
From inside the book
Results 1-5 of 53
Page
... feet ( May 31 , 1935 ) Average yearly flow : 211 second- feet ( 1947-1952 ) Reservoir : Official name : Swanson Lake Area : 7,975 acres at elevation 2773.0 Flood control storage : 133,800 acre - feet , between elevations 2752.0 and ...
... feet ( May 31 , 1935 ) Average yearly flow : 211 second- feet ( 1947-1952 ) Reservoir : Official name : Swanson Lake Area : 7,975 acres at elevation 2773.0 Flood control storage : 133,800 acre - feet , between elevations 2752.0 and ...
Page 1
... feet long and rises 144 feet above the lowest point of the excavation . A spillway with a maximum discharge capacity of 126 , 500 second- feet , constructed through the left abutment , protects the structure from possible flood damage ...
... feet long and rises 144 feet above the lowest point of the excavation . A spillway with a maximum discharge capacity of 126 , 500 second- feet , constructed through the left abutment , protects the structure from possible flood damage ...
Page 7
... feet of core drill , water - pressure jet , and hand auger holes were drilled and 316 linear feet of 4- by 6 - foot test pits were excavated . Extensive lab- oratory tests were made for determining physical properties of the undisturbed ...
... feet of core drill , water - pressure jet , and hand auger holes were drilled and 316 linear feet of 4- by 6 - foot test pits were excavated . Extensive lab- oratory tests were made for determining physical properties of the undisturbed ...
Page 8
... FEET 100 2575 SECTION B- NOTE : Detailed section through outlet works shown on Dwg 150 WELL TP.6 TPS 2700 Original ground line before first stage construction PROJ JHIB PROJ PROJ CH35 El 2696,0 CHS7 EL 2696.0 SAND , silty , compact ...
... FEET 100 2575 SECTION B- NOTE : Detailed section through outlet works shown on Dwg 150 WELL TP.6 TPS 2700 Original ground line before first stage construction PROJ JHIB PROJ PROJ CH35 El 2696,0 CHS7 EL 2696.0 SAND , silty , compact ...
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.
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