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contributor authorMathew T. Langford
contributor authorDavid Z. Zhu
contributor authorAlf Leake
date accessioned2017-05-08T22:30:50Z
date available2017-05-08T22:30:50Z
date copyrightApril 2016
date issued2016
identifier other47726919.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81837
description abstractRun-of-the-river hydropower is a typical form of power generation in mountainous regions. This study investigates the velocity field upstream of Aberfeldie dam, a run-of-the river facility on the Bull River near Wardner, British Columbia, Canada. As is typical for these types of run-of-the river facilities, the headpond of this dam is very shallow (approximately 1 m deep) because of long term sediment deposition. Near the facility’s power intakes, a large scour hole has been created because of increased velocities induced by the intakes. This study conducted field measurements and developed a computational fluid dynamic (CFD) model to investigate the velocity field under various flow conditions. The CFD solver shows in a simplistic way that flow-induced bed shear stress likely causes a fluctuating, dynamic bed form that varies by season and the distance upstream, so that a consistent velocity pattern is seen across the entire headpond. The velocity field generated by the CFD solver is used to evaluate the entrainment risk of mountain whitefish and westslope cutthroat trout based on swimming mechanics and life stage. The unique habitat conditions generated by the scour hole act as an attractant to the high risk zone, greatly increasing fish density adjacent to the intakes at this facility.
publisherAmerican Society of Civil Engineers
titleUpstream Hydraulics of a Run-of-the River Hydropower Facility for Fish Entrainment Risk Assessment
typeJournal Paper
journal volume142
journal issue4
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0001101
treeJournal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 004
contenttypeFulltext


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