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dc.contributor.authorJiayue Hu
dc.contributor.authorYoukai Li
dc.contributor.authorHubert Chanson
dc.date.accessioned2024-04-27T22:50:38Z
dc.date.available2024-04-27T22:50:38Z
dc.date.issued2024/07/01
dc.identifier.other10.1061-JHEND8.HYENG-13752.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297641
dc.description.abstractThe adoption of baffles is relatively common in the construction of culverts, to assist with the upstream passage of migrating fish species. However, there still is a lack of systematic studies of the complicated hydraulic conditions induced by the baffles to optimize the designs. Herein, near-full-scale physical modeling was performed, focusing on the oscillation and instability of open-channel flow in a fish-friendly culvert equipped with full-height sidewall baffles. High-resolution measurements of the instantaneous flow velocity were obtained using an acoustic Doppler velocimeter. The physical results were marked by the existence of some low-frequency oscillations. A triple decomposition technique was applied to the free-surface and velocity time series. The low-pass components confirmed a unique flow structure, consisting of a high-velocity zone in the main channel and a low-velocity flow reversal within the lateral cavities. The band-pass components corresponded to the low-frequency flow oscillations, highlighting the complicated transverse interactions between the lateral cavity and the main channel. The high-pass velocity components were related to the true turbulence characteristics. This study provides a quantitative data set in support of the sustainable design of culverts to assist with upstream fish migration in artificial and natural fast waterways.
dc.publisherASCE
dc.titleNear-Full-Scale Hydraulic Modeling of Fish-Friendly Culvert with Full-Height Sidewall Baffles
dc.typeJournal Article
dc.journal.volume150
dc.journal.issue4
dc.journal.titleJournal of Hydraulic Engineering
dc.identifier.doi10.1061/JHEND8.HYENG-13752
dc.journal.fristpage04024010-1
dc.journal.lastpage04024010-11
dc.page11
dc.treeJournal of Hydraulic Engineering:;2024:;Volume ( 150 ):;issue: 004
dc.contenttypeFulltext


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