Enders Dam, Constructed 1947-1951, Frenchman-Cambridge Unit, Missouri River Basin Project: Technical Record of Design and Construction |
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Page
... reinforced concrete with chute blocks and dentated end sills . Outlet works , reinforced concrete with deflector wall . Concrete : 45,627 cubic yards . Reinforcing steel : 4,500,000 pounds . ingen dieet -13-58 ENDERS DAM.
... reinforced concrete with chute blocks and dentated end sills . Outlet works , reinforced concrete with deflector wall . Concrete : 45,627 cubic yards . Reinforcing steel : 4,500,000 pounds . ingen dieet -13-58 ENDERS DAM.
Page iv
... Reinforcement bars . 113 104 . Batching facilities 113 105 . Forms 115 106 . Mixing and placing 117 107 . Concrete control 120 · 108 . Concrete curing 121 109 . Cold weather protection 122 C. Miscellaneous Work 110 . Driving steel sheet ...
... Reinforcement bars . 113 104 . Batching facilities 113 105 . Forms 115 106 . Mixing and placing 117 107 . Concrete control 120 · 108 . Concrete curing 121 109 . Cold weather protection 122 C. Miscellaneous Work 110 . Driving steel sheet ...
Page 27
... reinforced -Assumed top of ground water table ELEVATION- APPROX 3080 3070 3060 Ladder , see detail V Downstream Test shaft No. 2 -Cover , see detail X --Joint , see detail Y 54 10.160 extra strength reinforced concrete pipe Assumed top ...
... reinforced -Assumed top of ground water table ELEVATION- APPROX 3080 3070 3060 Ladder , see detail V Downstream Test shaft No. 2 -Cover , see detail X --Joint , see detail Y 54 10.160 extra strength reinforced concrete pipe Assumed top ...
Page 42
... Reinforcement not shown Continuous gravel drain DENVER COLORADO MARCH SCHEME B - 1 3050 OUTCHOP 1430- HM ] W. S. EL 3127 PLAN. 3100- -3100 Mariable 8 24 Graded sand and grave ! placed in approx 6 ayers Drons SECTION J J ion joints N ...
... Reinforcement not shown Continuous gravel drain DENVER COLORADO MARCH SCHEME B - 1 3050 OUTCHOP 1430- HM ] W. S. EL 3127 PLAN. 3100- -3100 Mariable 8 24 Graded sand and grave ! placed in approx 6 ayers Drons SECTION J J ion joints N ...
Page 44
... and 38+ 76.82 super- elevated to meet highway requirements by increasing slab thickness . Maximum increase , at station 38 + 76.82 , is 0.26 . 2. Reinforcement not shown Sta 8 + 78.50 Sta . 9 + 3400 Warped. 44 B Embankment 33333.
... and 38+ 76.82 super- elevated to meet highway requirements by increasing slab thickness . Maximum increase , at station 38 + 76.82 , is 0.26 . 2. Reinforcement not shown Sta 8 + 78.50 Sta . 9 + 3400 Warped. 44 B Embankment 33333.
Common terms and phrases
12 inches abutment cutoff acre-feet Axis backfill berm blanket blockout borrow areas borrow pit Bureau of Reclamation CAMBRIDGE UNIT cemented centers chute compacted conduit construction contractor counterforts cubic yards cutoff trench cutoff wall dam and dike Denver depth discharge downstream end drainage driving Dumped riprap embankment Enders Dam floor slab Frenchman Creek gate chamber Graded sand guardrails impervious material inlet installation irrigation layer left abutment load located loess Nebr Nebraska State Highway needle valve Ogallala formation operation Order for Changes Original ground surface outlet works stilling percent pervious piers Piezometer placed pounds protection radial gates reinforced Republican River required excavation reservoir reservoir water right abutment riprap rock rockfill sand and gravel SAND ZONE SCALE OF FEET second-feet seepage shown on figure silt silty specifications spillway floor spillway stilling basin station Steel sheet piling storage test shaft thickness toe drain unit upstream valve house water curing wing wall
Popular passages
Page 5 - Stat. 641) authorized a general comprehensive plan for the conservation, control and use of the water resources of the Missouri River Basin...
Page 61 - Forged or Rolled Steel Pipe Flanges, Forged Fittings and Valves and Parts for...
Page 6 - ... of affected Federal agencies. These drafts were reviewed by the two States and at field level by the following agencies: Department of Agriculture: Forest Service Soil Conservation Service Department of the Army, Corps of Engineers Federal Power Commission Department of the Interior: Bureau of Mines Bureau of Land Management Fish and Wildlife Service Geological Survey National Park Service DESCRIPTION OF AREA 6. Physical features. — Two distinct areas are involved in the project. They are separated...
Page 49 - A trench cross-sectioning the feature revealed that the ditch had inward sloping walls and was originally 3 feet wide at the top and 1 foot wide at the bottom.
Page 124 - Laboratory Tests of Concrete Aggregate and Riprap, Medicine Creek Dam and Enders Dam, Frenchman-Cambridge Unit, Missouri River Basin Project,
Page 12 - Silts are chalky and brown, and contain thin sand seams. Clays are moderately plastic, brown, red or grey, sandy, Sfid slightly calcareous.
Page 1 - Enders reservoir is approximately 1 mile wide and extends 5 miles upstream from the base of the dam. The reservoir has a storage capacity of...