Technical Record of Design and Construction: Steinaker Dam, Constructed 1959-1961. Central Utah Project, Utah1963 - Steinaker Dam - 132 pages |
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Results 1-3 of 21
Page 5
... flows have run unused because sufficient storage facilities were not available to smooth out the flows to meet beneficial use require- ments . The greatest need of the farmers has been for additional irrigation water after high springtime ...
... flows have run unused because sufficient storage facilities were not available to smooth out the flows to meet beneficial use require- ments . The greatest need of the farmers has been for additional irrigation water after high springtime ...
Page 35
... flows from Ashley Creek through the 2. 8 - mile - long Steinaker Feeder Canal . Since all inflow will normally be controlled at the Fort Thornburgh Diversion Dam which serves the feeder canal , it was necessary to design discharge ...
... flows from Ashley Creek through the 2. 8 - mile - long Steinaker Feeder Canal . Since all inflow will normally be controlled at the Fort Thornburgh Diversion Dam which serves the feeder canal , it was necessary to design discharge ...
Page 39
... flows 400 second - feet at water surface elevation 5524. 50. The freeboard at this time would be 2.5 feet . The vertical inlet walls are curved on a 3 - foot radius to reduce end contractions in the flow and improve the discharge of the ...
... flows 400 second - feet at water surface elevation 5524. 50. The freeboard at this time would be 2.5 feet . The vertical inlet walls are curved on a 3 - foot radius to reduce end contractions in the flow and improve the discharge of the ...
Contents
Steinaker Service Canal | 9 |
Design EARTH | 17 |
Specially compacted earthfill | 25 |
17 other sections not shown
Common terms and phrases
access shaft acre-feet Anchor bars Ashley Creek Ashley Valley bentonitic Bureau of Reclamation capacity cemented centerline Central Utah project chute CLAY COBBLES concrete conduit construction contractor crest dam embankment discharge ditches diversion dam downstream drain drill elevation emergency spillway excavation factor of safety gate chamber GRAVEL grout HANGER high plasticity high-pressure gates holes hydraulic jump inches inlet installation intake structure irrigation laboratory layers Line located material medium plasticity miles moist moisture outlet works stilling outlet works tunnel percent piezometer poorly graded pressure PROJ RECLAMATION CENTRAL Reservoir level gage reservoir water right abutment riprap Rock Point Canal SAND SANDSTONE SCALE OF FEET second-feet SECTION A-A shaft house SHALE SILT fines slightly calcareous slope soft STANAKER steel Steinaker Dam Steinaker Reservoir Steinaker Service Canal stilling basin storage Uinta Mountains unit area upstream VANE TESTS varved ventilation Vernal Field Vernal unit vertical wall water surface zone