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contributor authorC. S. James
contributor authorN. Bulovic
contributor authorE. Naidoo
date accessioned2017-05-08T21:51:06Z
date available2017-05-08T21:51:06Z
date copyrightOctober 2011
date issued2011
identifier other%28asce%29hy%2E1943-7900%2E0000426.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64247
description abstractSediment grains transported as supply-limited bed load on a rigid surface move either discretely or collectively as bed forms, with significantly different effective grain speeds and active storage volumes. The adopted mode has implications for sediment sorting and heavy mineral placer formation, dispersal of grain-associated pollutants, and accumulation and flushing of sediment deposits in unlined canals and sewers. The threshold condition between the two modes has been established for a smooth surface from flume experiments with different sediment types, flow conditions, and sediment supply rates. This is expressed in terms of a relationship between the sediment movability number, a dimensionless bed load parameter, and a grain shear Reynolds number.
publisherAmerican Society of Civil Engineers
titleModes of Bed-Load Movement on a Smooth Rigid Surface
typeJournal Paper
journal volume137
journal issue10
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000400
treeJournal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 010
contenttypeFulltext


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