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Effect of Bimodal Gravel Size Distribution on the Clean-Out Depth of Sand

dc.contributor.authorKuhnle, Roger A.
dc.contributor.authorSmith, James E.
dc.contributor.authorWren, Daniel G.
dc.contributor.authorLangendoen, Eddy J.
dc.date.accessioned2026-08-20T10:59:48Z
dc.date.available2026-08-20T10:59:48Z
dc.date.copyright2024/11/07
dc.date.issued2025
dc.identifier.otherJHEND8.HYENG-14188.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311551
dc.description.abstractAbstractThe clogging of the gravel surface layer in gravel-bedded channels with finer sediment (<2 mm) is a common problem that negatively impacts streambed habitat quality. Most existing measurements of surface-layer sediment clean-out depth are from ...
dc.publisherAmerican Society of Civil Engineers
dc.titleEffect of Bimodal Gravel Size Distribution on the Clean-Out Depth of Sand
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue1
dc.journal.titleJournal of Hydraulic Engineering
dc.identifier.doi10.1061/JHEND8.HYENG-14188
dc.journal.fristpage06024012-1
dc.journal.lastpage06024012-5
dc.page5
dc.treeJournal of Hydraulic Engineering:;2025:;Volume ( 151 ):;issue: 001
dc.contenttypeFulltext


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