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contributor authorTom O'Donoghue
date accessioned2017-05-08T21:10:21Z
date available2017-05-08T21:10:21Z
date copyrightAugust 2001
date issued2001
identifier other%28asce%290733-950x%282001%29127%3A4%28245%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41404
description abstractUnder a standing wave two types of bed response can occur depending on the relative size of the sediment: L-type, which occurs for relatively fine sediment, and “N-type,” which occurs for relatively coarse sediment. The specific concern of the present note is with the N-type response, which involves scour in the area of bed between the node and antinode of the standing wave field and accretion under the node. The conditions necessary for the N-type response to occur are examined and a new method for predicting the equilibrium N-type scour profile is described. The method is based on a general characterization of N-type profile geometry and on physical reasoning applied to available experimental data. Predictions of field-scale scour using the new method are generally much greater than scour predictions based on existing interpretation of wave flume experimental results.
publisherAmerican Society of Civil Engineers
titleN-Type Sediment Bed Response under Standing Wave
typeJournal Paper
journal volume127
journal issue4
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(2001)127:4(245)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 004
contenttypeFulltext


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