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contributor authorPeter R. Wilcock
contributor authorJoanna C. Crowe
date accessioned2017-05-08T20:44:29Z
date available2017-05-08T20:44:29Z
date copyrightFebruary 2003
date issued2003
identifier other%28asce%290733-9429%282003%29129%3A2%28120%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25503
description abstractWe present a transport model for mixed sand/gravel sediments. Fractional transport rates are referenced to the size distribution of the bed surface, rather than subsurface, making the model completely explicit and capable of predicting transient conditions. The model is developed using a new data set of 48 coupled observations of flow, transport, and bed surface grain size using five different sediments. The model incorporates a hiding function that resolves discrepancies observed among earlier hiding functions. The model uses the full size distribution of the bed surface, including sand, and incorporates a nonlinear effect of sand content on gravel transport rate not included in previous models. The model shares some common elements with two previous surface-based transport models, but differs in using the full surface size distribution and in that it is directly developed from a relatively comprehensive data set with unambiguous measurement of surface grain size over a range of flow, transport rate, and sediments.
publisherAmerican Society of Civil Engineers
titleSurface-based Transport Model for Mixed-Size Sediment
typeJournal Paper
journal volume129
journal issue2
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2003)129:2(120)
treeJournal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 002
contenttypeFulltext


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