Technical Record of Design and Construction: Steinaker Dam, Constructed 1959-1961. Central Utah Project, Utah1963 - Steinaker Dam - 132 pages |
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Page 38
... chute section of the spillway . ( c ) Chute . --The chute section ( station 4 + 69 . 14 to station 7 + 17.00 ) is a concrete- lined channel 247.86 feet long which conducts the flow from the crest structure to the stilling basin . The chute ...
... chute section of the spillway . ( c ) Chute . --The chute section ( station 4 + 69 . 14 to station 7 + 17.00 ) is a concrete- lined channel 247.86 feet long which conducts the flow from the crest structure to the stilling basin . The chute ...
Page 40
... chute and follows a curved trajectory into the stilling basin , the normal depth of the 6 - foot - wide prism of ... chute above the stilling basin was made . Surface flows from the very small drainage area on each side of the chute are ...
... chute and follows a curved trajectory into the stilling basin , the normal depth of the 6 - foot - wide prism of ... chute above the stilling basin was made . Surface flows from the very small drainage area on each side of the chute are ...
Page 50
... chute reinf . , see Dwg . 325-0-1 --- 14 : 4 -El . 5465.01 S - 0.002197 Sta . 6 + 95.14 El . 5445.20- rubber waterstop- 6'Type ' B € 6 ° Drain with cemented joints -- D Concrete encasement @ 12'ef 50 12 e.t PLAN SCALE OF FEET E6C.L ...
... chute reinf . , see Dwg . 325-0-1 --- 14 : 4 -El . 5465.01 S - 0.002197 Sta . 6 + 95.14 El . 5445.20- rubber waterstop- 6'Type ' B € 6 ° Drain with cemented joints -- D Concrete encasement @ 12'ef 50 12 e.t PLAN SCALE OF FEET E6C.L ...
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