Enders Dam, Constructed 1947-1951, Frenchman-Cambridge Unit, Missouri River Basin Project: Technical Record of Design and Construction |
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Page 48
... counterfort types and range in height from 23 to 49.5 feet . The floor thickness ranges from 18 inches at the upper end to 4-1 / 2 feet at the junction of the chute with the stilling basin floor . Both the floor and side walls are ...
... counterfort types and range in height from 23 to 49.5 feet . The floor thickness ranges from 18 inches at the upper end to 4-1 / 2 feet at the junction of the chute with the stilling basin floor . Both the floor and side walls are ...
Page 49
... counterfort types and range in height from 23 to 49.5 feet . The floor thickness ranges from 18 inches at the upper end to 4-1 / 2 feet at the junction of the chute with the stilling basin floor . Both the floor and side walls are ...
... counterfort types and range in height from 23 to 49.5 feet . The floor thickness ranges from 18 inches at the upper end to 4-1 / 2 feet at the junction of the chute with the stilling basin floor . Both the floor and side walls are ...
Page 51
... counterforts extending radially from the face wall , and one straight sec- tion with three counterforts extending normally from the face wall . Each curved section is 31. 4 feet long , and the straight section is 43 feet long . The wall ...
... counterforts extending radially from the face wall , and one straight sec- tion with three counterforts extending normally from the face wall . Each curved section is 31. 4 feet long , and the straight section is 43 feet long . The wall ...
Page 52
Technical Record of Design and Construction United States. Bureau of Reclamation. with counterforts extending ... counterfort type , with the toe serving as a por- tion of an overflow weir . The top surface of the toe is shaped to conform ...
Technical Record of Design and Construction United States. Bureau of Reclamation. with counterforts extending ... counterfort type , with the toe serving as a por- tion of an overflow weir . The top surface of the toe is shaped to conform ...
Page 56
... counterfort type with the counterforts placed at 12 - foot centers and normal to the spillway center- line . The range of dimensions from the upstream end to the downstream end of this section of wall is as follows : ( 1 ) Height , 54.5 ...
... counterfort type with the counterforts placed at 12 - foot centers and normal to the spillway center- line . The range of dimensions from the upstream end to the downstream end of this section of wall is as follows : ( 1 ) Height , 54.5 ...
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...