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contributor authorPeter A. Mantz
date accessioned2017-05-08T20:41:29Z
date available2017-05-08T20:41:29Z
date copyrightMay 1992
date issued1992
identifier other%28asce%290733-9429%281992%29118%3A5%28743%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23649
description abstractBed‐form data from laboratory experiments using cohesionless, fine silica solids in shallow water flows are analyzed to find dimenionless relationships for geometry and friction factor. With increasing flow discharge over a stationary flat bed, the bed‐form sequence is primary ripples, barchanoid and linguoid ripples (secondary ripples), ripples on dunes (for silt grades only), and a moving flat bed. The primaries develop from the incipient transport stress, otherwise called the primary threshold. By extrapolating dimensionless bedform length and height data to this threshold, it is shown that the geometry is proportional to the depth of the viscous sublayer thickness. The secondaries develop from a secondary threshold, which is an approximate constant stress condition at which incipient suspension also begins. The ripples on dune form is associated with a tertiary threshold for which the dimensionless stress ratio
publisherAmerican Society of Civil Engineers
titleCohesionless Fine‐Sediment Bed Forms in Shallow Flows
typeJournal Paper
journal volume118
journal issue5
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1992)118:5(743)
treeJournal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 005
contenttypeFulltext


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