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contributor authorJunke Guo
contributor authorWilliam L. Wood
date accessioned2017-05-08T20:42:15Z
date available2017-05-08T20:42:15Z
date copyrightDecember 1995
date issued1995
identifier other%28asce%290733-9429%281995%29121%3A12%28919%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24086
description abstractA simple analytic expression for calculating fine suspended-sediment transport rates is derived by assuming a parabolic distribution of eddy viscosity, which results in a von Kármán–Prandtl–type velocity profile, and Rouse's sediment-concentration profile. The resulting equation for sediment transport rate requires a set of hydraulic conditions and a reference sediment concentration. This expression is easy to use in practical applications, and predicted transport rates compare favorably with rates calculated from field measurements.
publisherAmerican Society of Civil Engineers
titleFine Suspended Sediment Transport Rates
typeJournal Paper
journal volume121
journal issue12
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1995)121:12(919)
treeJournal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 012
contenttypeFulltext


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