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contributor authorLeo C. van Rijn
date accessioned2017-05-08T20:38:46Z
date available2017-05-08T20:38:46Z
date copyrightNovember 1984
date issued1984
identifier other%28asce%290733-9429%281984%29110%3A11%281613%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22230
description abstractA method is presented which enables the computation of the suspended load as the depth‐integration of the product of the local concentration and flow velocity. The method is based on the computation of the reference concentration from the bed‐load transport. Measured concentration profiles have been used for calibration. New relationships are proposed to represent the sizegradation of the bed material and the damping of the turbulence by the sediment particles. A verification analysis using about 800 data shows that about 76% of the predicted values are within 0.5 and 2 times the measured values.
publisherAmerican Society of Civil Engineers
titleSediment Transport, Part II: Suspended Load Transport
typeJournal Paper
journal volume110
journal issue11
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1984)110:11(1613)
treeJournal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 011
contenttypeFulltext


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