Enders Dam, Constructed 1947-1951, Frenchman-Cambridge Unit, Missouri River Basin Project: Technical Record of Design and Construction |
From inside the book
Results 1-5 of 54
Page viii
... metal chute . 54. White - pigmented curing compound applied on spillway floor . 55. Placing sand on spillway floor for water curing 56. View showing numbering on piles . • 57. View showing varying depths of pile penetration 58. Steel ...
... metal chute . 54. White - pigmented curing compound applied on spillway floor . 55. Placing sand on spillway floor for water curing 56. View showing numbering on piles . • 57. View showing varying depths of pile penetration 58. Steel ...
Page 23
... metal well casing . -6 ° Graded sand - gravel filter DETAILS - DRAIN WELLS Graded sand- gravel filter-- Compacted backfill from . -read excavation 12 " n.i.d . interlocking porous concrete pipe · 12 " n.i.d. interlocking porous concrete ...
... metal well casing . -6 ° Graded sand - gravel filter DETAILS - DRAIN WELLS Graded sand- gravel filter-- Compacted backfill from . -read excavation 12 " n.i.d . interlocking porous concrete pipe · 12 " n.i.d. interlocking porous concrete ...
Page 27
... metal well casing Assumed top of ground water table -36 " Nominal dia hole --6 " Graded gravel -Std . 24 10 , perforated , sheet metal 14 gage well casing . Figure 10 .-- Drainage well and test chest PLAN 65 " Min , dia hole Ladder ...
... metal well casing Assumed top of ground water table -36 " Nominal dia hole --6 " Graded gravel -Std . 24 10 , perforated , sheet metal 14 gage well casing . Figure 10 .-- Drainage well and test chest PLAN 65 " Min , dia hole Ladder ...
Page 29
... metal posts - Original ground 1-6'x75 ' HP slide gate- Embankment toe drain 30-0 --- 15 ' - 0 " Gravel surfacing ( not in this contract ) Guardrail 16 -Axis of dam -16 Riprap Max . WS . EL 3129.5 Slope per ft Crest El . 3137.5 plus ...
... metal posts - Original ground 1-6'x75 ' HP slide gate- Embankment toe drain 30-0 --- 15 ' - 0 " Gravel surfacing ( not in this contract ) Guardrail 16 -Axis of dam -16 Riprap Max . WS . EL 3129.5 Slope per ft Crest El . 3137.5 plus ...
Page 30
... 2 , 3 , and 4 penetrate the ancient channel and part of the Ogallala forma- tion . These wells were incorporated in the drainage system . The 24 - inch perforated sheet metal well casing of drain wells No. 3 and 30 Dimensions.
... 2 , 3 , and 4 penetrate the ancient channel and part of the Ogallala forma- tion . These wells were incorporated in the drainage system . The 24 - inch perforated sheet metal well casing of drain wells No. 3 and 30 Dimensions.
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...