Hydraulic Analysis at the Interface of the Yellowstone River and the Huntley, Montana Irrigation Diversion Fish Bypass

dc.contributor.authorJohnson, Andrew
dc.contributor.authorCahoon, Joel
dc.contributor.authorZale, Al
dc.contributor.authorPlymesser, Katey
dc.contributor.authorBlank, Matthew
dc.date.accessioned2021-11-19T21:29:48Z
dc.date.available2021-11-19T21:29:48Z
dc.date.issued2021-11
dc.descriptionThis report is a derived from findings associated with the project Efficacy of the Nature-like Fish Bypass Channel at Huntley Diversion Dam, Yellowstone River, Montana, sponsored by the Montana Natural Resource Damage Program, Project 700124. This is an interdisciplinary project with collaboration by ecologists and engineers representing a partnership between Montana State University, the Montana Cooperative Fishery Research Unit, Montana Fish, Wildlife & Parks, and the Western Transportation Institute.en_US
dc.description.abstractThe nature-like bypass channel built to allow fish to circumvent the Huntley Diversion Dam on the Yellowstone River was constructed in 2015. A project was commissioned in 2019 to determine the effectiveness of the bypass using hydraulic modeling and fish detection techniques. During the course of the study it was observed that there may be a localized zone of high water velocity at the interface between the upstream end of the bypass and the main channel of the river -an area just upstream of the low-head dam. The concern this raises is that some fish that successfully negotiate the bypass channel may be returned directly over the dam due a difficult hydraulic condition at the interface. That observation prompted a more focused hydraulic modeling exercise as reported herein. A detailed 2-D HEC-RAS model was developed to investigate the hydraulic conditions. The model predicts localized water velocities of up to 15 ft/sec. At low river flows there appears to be adequate pathways for fish to avoid this high velocity region, but as river flow increases so does the area in which the velocity is high. From these results it is likely that, during higher river flow periods, the bypass channel may be passable, but fish may struggle to re-enter the river channel successfully. Suggested physical alterations to the site to help overcome this range from the addition of large rip rap to rerouting the upstream end of the bypass channel. Acknowledgementen_US
dc.identifier.urihttps://scholarworks.montana.edu/handle/1/16545
dc.language.isoen_USen_US
dc.publisherMontana State Universityen_US
dc.rightsCopyright Johnson, Cahoon, Zale, Plymesser, and Blank 2021en_US
dc.titleHydraulic Analysis at the Interface of the Yellowstone River and the Huntley, Montana Irrigation Diversion Fish Bypassen_US
dc.typeTechnical Reporten_US
mus.citation.extentfirstpage1en_US
mus.citation.extentlastpage20en_US
mus.data.thumbpage12en_US
mus.relation.collegeCollege of Engineeringen_US
mus.relation.departmentCivil Engineering.en_US
mus.relation.researchgroupWestern Transportation Institute (WTI).en_US
mus.relation.universityMontana State University - Bozemanen_US

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