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contributor authorCharlotte E. L. Thompson
contributor authorCarl L. Amos
date accessioned2017-05-08T20:44:43Z
date available2017-05-08T20:44:43Z
date copyrightNovember 2004
date issued2004
identifier other%28asce%290733-9429%282004%29130%3A11%281123%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25654
description abstractFlume experiments investigated the effect of mobile sand on the erosion of cohesive beds. The fluid-induced stress alone was not enough to cause erosion, and sand motion as bed load was needed. Erosion rates and suspended sediment concentration were found to increase with increasing sand transport and to decrease with increasing median grain size. The erosion rate was found to be at a maximum during saltation, intermediate during creep, and lowest during suspension.
publisherAmerican Society of Civil Engineers
titleEffect of Sand Movement on a Cohesive Substrate
typeJournal Paper
journal volume130
journal issue11
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2004)130:11(1123)
treeJournal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 011
contenttypeFulltext


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