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dc.contributor.authorChung, Hayoon
dc.contributor.authorNepf, Heidi
dc.contributor.authorYang, Qingjun
dc.date.accessioned2018-12-13T15:42:52Z
dc.date.available2018-12-13T15:42:52Z
dc.date.issued2016-09
dc.identifier.isbn978-1-138-02913-2
dc.identifier.isbn978-1-317-28912-8
dc.identifier.urihttp://hdl.handle.net/1721.1/119634
dc.description.abstractIn a bare channel (without vegetation), the incipient velocity for sediment motion, U[subscript crit], has historically been related to the mean bed shear stress ([bar over τ]) o or friction velocity (U[subscript ∗] = √[bar over τ]/ρ). More recent studies, however, suggest turbulence also plays a role. This paper examines whether the onset of sediment motion in a vegetated channel is correlated with U[subscript ∗], or turbulence (k[subscript τ). Images collected with a digital camera were interrogated with a particle-tracking code to measure sediment transport for different vegetation density and channel velocity. The trend in sediment transport with channel velocity was used to identify U[subscript crit] for each stem density. The values of k[subscript τ and U[subscript ∗] were estimated at Ucrit. However, none of these parameters produced a constant threshold across all stem density and bare bed. We construct a new metric representing the peak turbulent velocities impinging on the bed that produces a constant threshold value for all cases.en_US
dc.language.isoen_US
dc.relation.isversionofhttp://dx.doi.org/10.1201/9781315644479-148en_US
dc.rightsCreative Commons Attribution-Noncommercial-Share Alikeen_US
dc.rights.urihttp://creativecommons.org/licenses/by-nc-sa/4.0/en_US
dc.sourceProf. Nepf via Elizabeth Soergelen_US
dc.titleThe incipient motion of sediment in a channel with model emergent vegetationen_US
dc.typeArticleen_US
dc.identifier.citationYang, Judy, Hayoon Chung, and Heidi Nepf. “The Incipient Motion of Sediment in a Channel with Model Emergent Vegetation.” River Flow 2016: Proceedings of the International Conference on Fluvial Hydraulics, 11-24 July, 2016, St. Louis, Missouri, CRC Press, 2016.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineeringen_US
dc.contributor.approverHeidi Nepfen_US
dc.contributor.mitauthorChung, Hayoon
dc.contributor.mitauthorNepf, Heidi
dc.contributor.mitauthorYang, Qingjun
dc.relation.journalRiver flow 2016: Proceedings of the International Conference on Fluvial Hydraulicsen_US
dc.eprint.versionAuthor's final manuscripten_US
dc.type.urihttp://purl.org/eprint/type/ConferencePaperen_US
eprint.statushttp://purl.org/eprint/status/NonPeerRevieweden_US
dspace.orderedauthorsYang, Judy; Chung, Hayoon; Nepf, Heidien_US
dspace.embargo.termsNen_US
mit.licenseOPEN_ACCESS_POLICYen_US


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