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dc.contributor.authorTerumichi Hagiwara
dc.contributor.authorShunsuke Aita
dc.contributor.authorSo Kazama
dc.date.accessioned2024-12-24T10:29:20Z
dc.date.available2024-12-24T10:29:20Z
dc.date.copyright11/1/2024 12:00:00 AM
dc.date.issued2024
dc.identifier.otherJHEND8.HYENG-13895.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4299013
dc.description.abstractA filter unit (FU) is a structure installed with the aim of protecting the foundation of an embankment revetment from riverbed scouring, and there are cases in which sediment is deposited in the surrounding area after installation. Vegetation growth in sediment can improve the environment and protect revetments. Hydraulic experiments and numerical calculations were conducted to investigate how suspended sediments are deposited around FUs over a large area within a short period of time. We performed suspended sediment deposition experiments using FU models and confirmed that sediment deposition can be calculated accurately using a two-dimensional planar model. We also analyzed FU placement and its impact on topographical changes in an actual river in which FUs were installed. The results showed that (1) the continuous placement of FUs inhibits sediment deposition on the downstream side; (2) arranging FUs at intervals facilitates sediment deposition even under small-scale floods; and (3) employing an interval of half the FU width for every three or more FUs can effectively promote suspended sediment deposition at intervals.
dc.publisherAmerican Society of Civil Engineers
dc.titleImpact of Filter Unit Placement on Suspended Sediment Deposition Promotion in Rivers
dc.typeJournal Article
dc.journal.volume150
dc.journal.issue6
dc.journal.titleJournal of Hydraulic Engineering
dc.identifier.doi10.1061/JHEND8.HYENG-13895
dc.journal.fristpage04024043-1
dc.journal.lastpage04024043-10
dc.page10
dc.treeJournal of Hydraulic Engineering:;2024:;Volume ( 150 ):;issue: 006
dc.contenttypeFulltext


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