Record Details

page 1-10

Digital Collections at BYU

Field Value
Title page 1-10 Phase II summary report (final) : Utah Lake water quality, hydrology and aquatic biology impact analysis summary for the irrigation and drainage system--Bonneville Unit, Central Utah Project, page 1-10
Coverage Electronic reproduction;
Format 1-10 text/PDF
Rights Brigham Young University; http://lib.byu.edu/about/copyright/generic.php Public Domain Public
Language English; eng; en
Relation Central Utah Project; Western Waters Digital Library; a second would consist of a rectangular section to convey the f flows lows lovs a radial gate to control the flows and a parshall flume to measure the flows into the springville Spring ville bypass canal the 1800 acre foot settling basin would settle debris and silt from the diverted water sdrinrville springville Spring ville bypass the springville Spring ville bypass would consist of an open concrete chute from hobble creek diversion dam to the point where the canal leaves the benchlands bench lands near springville Spring ville from this point to its terminus it would be gravel lined the canal would divert hobble creekfloodwaters creek floodwaters flood waters in excess of 600 cfs cs south of springville Spring ville to the proposed provo bay bypass near the bay provo bay bypass the provo bay bypass diversion dam and settling basin would be constructed on hobble creek about a mile northwest of springville Spring ville specifications for the dam and settling basin have not been formulated at this time the dam would divert water from the natural stream channel into the provo bay bypass canal which would carry the water around the south side of provo bay this canal was called the redd south canal in the 1964 bonneville unit definite plan report the provo bay bypass redd south canal would begin at the diversion dam mentioned above and serve as a new route for the waters of hobble creek it would run southerly to its confluence with the springville Spring ville bypass west of springville Spring ville it would then turn westerly around the south side of provo bay and the provo bay dike to its confluence with the spanish fork river which then flows into utah lake the gravel lined canal would convey water at all times but would approach its design capacity when it conveys flood waters 110 1 10
Identifier http://cdm15999.contentdm.oclc.org/cdm/ref/collection/WesternWatersProject/id/10013

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