Enders Dam, Constructed 1947-1951, Frenchman-Cambridge Unit, Missouri River Basin Project: Technical Record of Design and Construction |
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Page 12
... Thickness , feet A 3155 to 3190 15+ B 3115 to 3150 10t UDE C 3095 to 3120 10+ Remarks Above crest elevation 3137.5 At normal water surface elevation 3112.3 Below normal water surface 3050 to 3060 10+ Below normal water surface 2985 to ...
... Thickness , feet A 3155 to 3190 15+ B 3115 to 3150 10t UDE C 3095 to 3120 10+ Remarks Above crest elevation 3137.5 At normal water surface elevation 3112.3 Below normal water surface 3050 to 3060 10+ Below normal water surface 2985 to ...
Page 14
... thickness of sands and gravels which in turn overlie the Ogallala formation . The water table varied from 5 to 9 feet below the ground surface . For four representative samples , in - place dry unit weight ranged from 84.0 to 93.9 ...
... thickness of sands and gravels which in turn overlie the Ogallala formation . The water table varied from 5 to 9 feet below the ground surface . For four representative samples , in - place dry unit weight ranged from 84.0 to 93.9 ...
Page 19
... thickness of alluvium and loess ranged from 0 to about 40 feet . The loess and talus in places was silty , friable to soft , dry to wet , and yellow to brown in color . The Ogallala formation underneath the over- burden ranged from ...
... thickness of alluvium and loess ranged from 0 to about 40 feet . The loess and talus in places was silty , friable to soft , dry to wet , and yellow to brown in color . The Ogallala formation underneath the over- burden ranged from ...
Page 28
... thickness from 3 ' at E13115 to 24 ..... 081 3100- N 13 ° 50 ° E Sta 58 + 0 00 : 09+ N 99,483 60 wwwww 100 , 215 07 3100 Beginning of North Side road SCALE OF FEET Sta 56-46.53 ) A = 18 ° 41 ' R D = 6 ° 00 ' T = 157.10 R- 955.00 L = 311 ...
... thickness from 3 ' at E13115 to 24 ..... 081 3100- N 13 ° 50 ° E Sta 58 + 0 00 : 09+ N 99,483 60 wwwww 100 , 215 07 3100 Beginning of North Side road SCALE OF FEET Sta 56-46.53 ) A = 18 ° 41 ' R D = 6 ° 00 ' T = 157.10 R- 955.00 L = 311 ...
Page 29
Technical Record of Design and Construction United States. Bureau of Reclamation. Taper riprap thickness from 3 ' at E13115 to 24 at E1 3118- NWS EI 3112.3 12 Gravel 12 " Gravel . : 24 Riprap Max WS El 3129.5- El 3115031180 .11 . El ...
Technical Record of Design and Construction United States. Bureau of Reclamation. Taper riprap thickness from 3 ' at E13115 to 24 at E1 3118- NWS EI 3112.3 12 Gravel 12 " Gravel . : 24 Riprap Max WS El 3129.5- El 3115031180 .11 . El ...
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...