Enders Dam, Constructed 1947-1951, Frenchman-Cambridge Unit, Missouri River Basin Project: Technical Record of Design and Construction |
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Page iii
... pipe . 77 • 75 . Hollow - jet valves 78 ( a ) Control unit • 76 . Miscellaneous . ( a ) Trashracks ( b ) Reservoir level gage ( c ) Ventilation system ( d ) Heater • 78 79 79 79 79 79 88 CHAPTER V -- CONTRACT ADMINISTRATION A. General ...
... pipe . 77 • 75 . Hollow - jet valves 78 ( a ) Control unit • 76 . Miscellaneous . ( a ) Trashracks ( b ) Reservoir level gage ( c ) Ventilation system ( d ) Heater • 78 79 79 79 79 79 88 CHAPTER V -- CONTRACT ADMINISTRATION A. General ...
Page 21
... pipe , at the locations shown on figure 7. These wells are designated as the " E " series of observation points ... pipes . The locations of these deep holes are shown on figure 7. Test shaft No. 1 , drain wells No. 1 through No. 4 ...
... pipe , at the locations shown on figure 7. These wells are designated as the " E " series of observation points ... pipes . The locations of these deep holes are shown on figure 7. Test shaft No. 1 , drain wells No. 1 through No. 4 ...
Page 23
... pipe · 12 " n.i.d. interlocking porous concrete pipe- SECTION 8 - B SECTION C - C Intersection Sta 52 +35 880 ' D.S -Sta 52+ 70 , 1,000 ' D.S. D.H. $ 2 STA . 52 +00 , 200 D.S. EL . 3068 -S = 0002 --El 30522 D.M. S6 SILTY FINE SAND ...
... pipe · 12 " n.i.d. interlocking porous concrete pipe- SECTION 8 - B SECTION C - C Intersection Sta 52 +35 880 ' D.S -Sta 52+ 70 , 1,000 ' D.S. D.H. $ 2 STA . 52 +00 , 200 D.S. EL . 3068 -S = 0002 --El 30522 D.M. S6 SILTY FINE SAND ...
Page 27
... pipe 4Std steel pipe 54 LD Concrete pipe -Concrete liner and footing -24 " Nominal dia hole EL Bottom of hole 6Graded sand Z ELEVATION DETAIL BASE OF SHAFT ELEVATION 3200 3150 3100 W 3050 3000 2950 STATIONS 100. ELEVATION APPROX . 3070 ...
... pipe 4Std steel pipe 54 LD Concrete pipe -Concrete liner and footing -24 " Nominal dia hole EL Bottom of hole 6Graded sand Z ELEVATION DETAIL BASE OF SHAFT ELEVATION 3200 3150 3100 W 3050 3000 2950 STATIONS 100. ELEVATION APPROX . 3070 ...
Page 29
... pipe.- Walkway 3140 15 RESERVOIR AREAS IN HUNDREDS OF ACRES 20 25 5 10 RESERVOIR CAPACITY IN THOUSANDS OF ACRE FEET 40 So Spillway - controlled . creat discharge . Spillway - uncontrolled crest discharge -5-9 R Support rings Pipe ...
... pipe.- Walkway 3140 15 RESERVOIR AREAS IN HUNDREDS OF ACRES 20 25 5 10 RESERVOIR CAPACITY IN THOUSANDS OF ACRE FEET 40 So Spillway - controlled . creat discharge . Spillway - uncontrolled crest discharge -5-9 R Support rings Pipe ...
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...