Enders Dam, Constructed 1947-1951, Frenchman-Cambridge Unit, Missouri River Basin Project: Technical Record of Design and Construction |
From inside the book
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Page
... station 99 + 39 to station 142 + 50 , Dimensions : selected material on upstream face from station 142 + 50 to station 160 + 72 , seeded topsoil on downstream face . Height : 26 feet above foundation . Crest length : 6,133 feet . Crest ...
... station 99 + 39 to station 142 + 50 , Dimensions : selected material on upstream face from station 142 + 50 to station 160 + 72 , seeded topsoil on downstream face . Height : 26 feet above foundation . Crest length : 6,133 feet . Crest ...
Page viii
... station 49 + 00 73. Piezometer terminal well installation at station 43 + 00 74. Embankment piezometer locations 145 · 146 147 CHAPTER I -- INTRODUCTION 1. General Description . - Enders viii.
... station 49 + 00 73. Piezometer terminal well installation at station 43 + 00 74. Embankment piezometer locations 145 · 146 147 CHAPTER I -- INTRODUCTION 1. General Description . - Enders viii.
Page 10
... station 46 + 00 . This material in the floor of the valley is for the most part mantled by alluvial deposits up to 35 feet in depth . Permeability tests were performed in several drill holes . Early attempts to correlate the various ...
... station 46 + 00 . This material in the floor of the valley is for the most part mantled by alluvial deposits up to 35 feet in depth . Permeability tests were performed in several drill holes . Early attempts to correlate the various ...
Page 11
... STATIONS ON AXIS 55 + 00 SAND ZONE B 3075 DH18 DW - 1 ⚫E - 27 E - 24 O S - 1 E - 21 DH19 3075 OHIS G - 11 3050 O S - 10 8-110 GH - 2 ENCH 3075 . DHI GH - 12 E - 23 TH5 PH - 11 S - 12 THY DH20 3100- O TH6 38-2 1 3100 MPTAB13 P187 C25 ...
... STATIONS ON AXIS 55 + 00 SAND ZONE B 3075 DH18 DW - 1 ⚫E - 27 E - 24 O S - 1 E - 21 DH19 3075 OHIS G - 11 3050 O S - 10 8-110 GH - 2 ENCH 3075 . DHI GH - 12 E - 23 TH5 PH - 11 S - 12 THY DH20 3100- O TH6 38-2 1 3100 MPTAB13 P187 C25 ...
Page 17
... stations . N 96000 BORROW 27,598 C. Y. DIST . 31.876 j N 95300 E 99 620 95000 192900 199909 101099 Center of Mass of Borrow , Fill , or Embankment Area . Boundary of Fill or Embankment Area . Boundary of Borrow Area . Maul Road ...
... stations . N 96000 BORROW 27,598 C. Y. DIST . 31.876 j N 95300 E 99 620 95000 192900 199909 101099 Center of Mass of Borrow , Fill , or Embankment Area . Boundary of Fill or Embankment Area . Boundary of Borrow Area . Maul Road ...
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...