Enders Dam, Constructed 1947-1951, Frenchman-Cambridge Unit, Missouri River Basin Project: Technical Record of Design and Construction |
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Page iv
... cost . B. Government Organization 84 83 . General organization 85 84 . Surveys 87 85 . Inspection 88 86 . Field laboratory 88 87 . Safety program . CHAPTER VI -- CONSTRUCTION A. Earthwork 1. Preliminary and Excavation Clearing and ...
... cost . B. Government Organization 84 83 . General organization 85 84 . Surveys 87 85 . Inspection 88 86 . Field laboratory 88 87 . Safety program . CHAPTER VI -- CONSTRUCTION A. Earthwork 1. Preliminary and Excavation Clearing and ...
Page v
... Cost summary for Enders Dam and highway relocation Construction cost by pay items for specifications No. 1410 . Construction cost by pay items for specifications No. 3076 . D. Design stresses , unit loadings , and stability factors C ...
... Cost summary for Enders Dam and highway relocation Construction cost by pay items for specifications No. 1410 . Construction cost by pay items for specifications No. 3076 . D. Design stresses , unit loadings , and stability factors C ...
Page 40
... costs , foundation conditions and structural features , three schemes were selected as presenting the more practicable of ... cost El 3070.0 PRIMARY SPILLWAY · 3.00- 100.000 · 3125- #orm 40 Reservoir storage allocations B Spillway ...
... costs , foundation conditions and structural features , three schemes were selected as presenting the more practicable of ... cost El 3070.0 PRIMARY SPILLWAY · 3.00- 100.000 · 3125- #orm 40 Reservoir storage allocations B Spillway ...
Page 46
... cost about $ 760,000 more than scheme B - 1 , but would have some advantages be- cause the sill of the radial gates ... costs would be less . After various phases of schemes B - 1 and B - 2 were considered , scheme B - 1 was adopted for ...
... cost about $ 760,000 more than scheme B - 1 , but would have some advantages be- cause the sill of the radial gates ... costs would be less . After various phases of schemes B - 1 and B - 2 were considered , scheme B - 1 was adopted for ...
Page 49
... costs , foundation conditions and structural features , three schemes were selected as presenting the more practicable of several solutions of the spillway problem . These schemes were ... cost 3075 E131000 . · 1000.0 ° 3 : 30- 50 40.
... costs , foundation conditions and structural features , three schemes were selected as presenting the more practicable of several solutions of the spillway problem . These schemes were ... cost 3075 E131000 . · 1000.0 ° 3 : 30- 50 40.
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...