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 69
Page
... bottom width with 1-1 / 2 to 1 side slopes . Greatest depth of excavation : 43 feet . Dike Type : Rolled earthfill and rockfill . Foundation : Loess . Slope protection : Riprap on upstream face from station 99 + 39 to station 142 + 50 ...
... bottom width with 1-1 / 2 to 1 side slopes . Greatest depth of excavation : 43 feet . Dike Type : Rolled earthfill and rockfill . Foundation : Loess . Slope protection : Riprap on upstream face from station 99 + 39 to station 142 + 50 ...
Page 1
... bottom of the cutoff trench is 43 feet below the stripping line at maximum depth . Upstream and downstream slope protection and seepage control measures are provided . Details are shown on figure 11 . The dike has a maximum height of 26 ...
... bottom of the cutoff trench is 43 feet below the stripping line at maximum depth . Upstream and downstream slope protection and seepage control measures are provided . Details are shown on figure 11 . The dike has a maximum height of 26 ...
Page 4
... bottom and terrace lands is for the production of corn and alfalfa ; whereas , the cultivated areas on the uplands are used mainly for summer - fallowed wheat . The grazing lands are utilized for livesotck production with beef cattle ...
... bottom and terrace lands is for the production of corn and alfalfa ; whereas , the cultivated areas on the uplands are used mainly for summer - fallowed wheat . The grazing lands are utilized for livesotck production with beef cattle ...
Page 11
... bottom of each zone es shown on this section are primarily diagrammatic . This serves merely to indicate www that in these " ZONES " the materials are primarily sandy , although variations in grading and cementation occur . EXPLANATION ...
... bottom of each zone es shown on this section are primarily diagrammatic . This serves merely to indicate www that in these " ZONES " the materials are primarily sandy , although variations in grading and cementation occur . EXPLANATION ...
Page 12
... bottom elevations at any point can be considerably different from those established by drawing correlative sections . Generally , these zones are separated by finer siltier beds that are quite impervious , but it could not be ...
... bottom elevations at any point can be considerably different from those established by drawing correlative sections . Generally , these zones are separated by finer siltier beds that are quite impervious , but it could not be ...
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...