Enders Dam, Constructed 1947-1951, Frenchman-Cambridge Unit, Missouri River Basin Project: Technical Record of Design and Construction |
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... Spillway and Outlet Works Type of spillway : Gated concrete overflow - chute type with stilling basin . Crest elevations : Spillway , 3097.0 ; outlet works , 3080.0 . Maximum discharge : Spillway , 200,000 second - feet . Outlet works ...
... Spillway and Outlet Works Type of spillway : Gated concrete overflow - chute type with stilling basin . Crest elevations : Spillway , 3097.0 ; outlet works , 3080.0 . Maximum discharge : Spillway , 200,000 second - feet . Outlet works ...
Page ii
... SPILLWAY AND OUTLET WORKS A. Preliminary Studies and Basic Data 34. Selection of design flood 35 . Diversion studies 36. Flood routing studies 37. Tailwater studies · · 38. Reservoir storage allocations B. Spillway Page 33 34 35 35 38 ...
... SPILLWAY AND OUTLET WORKS A. Preliminary Studies and Basic Data 34. Selection of design flood 35 . Diversion studies 36. Flood routing studies 37. Tailwater studies · · 38. Reservoir storage allocations B. Spillway Page 33 34 35 35 38 ...
Page vi
... spillway equipped with automatically controlled gates 14. Routing of design flood through spillway equipped with manually controlled gates 15. Preliminary spillway scheme A - 1 16. Preliminary spillway scheme B - 1 17. Preliminary spillway ...
... spillway equipped with automatically controlled gates 14. Routing of design flood through spillway equipped with manually controlled gates 15. Preliminary spillway scheme A - 1 16. Preliminary spillway scheme B - 1 17. Preliminary spillway ...
Page vii
... spillway stilling basin wall 33. Ladder , guardrail , and walk used in pier construction work 34. Spillway stilling basin -- Foundation conditions and unwatering units . 35. Outlet works trench -- Campacting backfill by use of a crawl ...
... spillway stilling basin wall 33. Ladder , guardrail , and walk used in pier construction work 34. Spillway stilling basin -- Foundation conditions and unwatering units . 35. Outlet works trench -- Campacting backfill by use of a crawl ...
Page viii
... 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 sheet piling in spillway stilling basin • • · · 59. A section ...
... 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 sheet piling in spillway stilling basin • • · · 59. A section ...
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...