1982
DOI: 10.1146/annurev.fl.14.010182.000305
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Sediment Ripples and Dunes

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Cited by 277 publications
(195 citation statements)
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“…It has about the same value at the mid-stoss and crest positions; the stress at mid-stoss is augmented by the favorable pressure gradient there. This is a manifestation of the phase shift between shear stress and near-bed velocity over wavy beds that has been invoked frequently in the stability analysis of bed forms (Engelund and Fredsoe, 1982) and has been measured by Zilker (1976) for flow over a sinusoidal boundary. There is also a substantial shear stress in the region of reverse flow upstream of reattachment, equal to about 23% of the value at the crest.…”
Section: Experimental Methodsmentioning
confidence: 79%
“…It has about the same value at the mid-stoss and crest positions; the stress at mid-stoss is augmented by the favorable pressure gradient there. This is a manifestation of the phase shift between shear stress and near-bed velocity over wavy beds that has been invoked frequently in the stability analysis of bed forms (Engelund and Fredsoe, 1982) and has been measured by Zilker (1976) for flow over a sinusoidal boundary. There is also a substantial shear stress in the region of reverse flow upstream of reattachment, equal to about 23% of the value at the crest.…”
Section: Experimental Methodsmentioning
confidence: 79%
“…Morphologic changes depend only on gradients in sediment transport, not the actual values. For example, river bedform can be found to migrate upstream under the right conditions even though sediment transport is clearly downstream (Kennedy, 1969;Engelund and Fredsoe, 1982;Fredsoe, 1986). Nevertheless, as is often done with oscillatory bottom ripples, it is tempting to estimate the transport as the product of the volume of the migrating form times its migration rate divided by the time for passage.…”
Section: Discussionmentioning
confidence: 99%
“…[Engelund, Fredsoe, 1982] развитие донных волн связывали с фазовым сдвигом между максимумами средней скорости потока и придонными напряжениями, определяющими движение донных наносов.…”
Section: Introductionunclassified
“…Несмотря на достаточное внимание исследователей к данной проблеме (см., например, [Kennedy, 1963[Kennedy, -1969Engelund, Fredsoe, 1982;Шуляк, 1971;Tjerry, 1995;Sanne, 2003;Coleman, 2003] и др. ), вопрос о развитии процесса донных волн остается открытым и в настоящее время.…”
Section: Introductionunclassified
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