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contributor authorArved J. Raudkivi
contributor authorHans‐H. Witte
date accessioned2017-05-08T20:40:57Z
date available2017-05-08T20:40:57Z
date copyrightSeptember 1990
date issued1990
identifier other%28asce%290733-9429%281990%29116%3A9%281063%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23370
description abstractThe concept of unification, the opposite of branching theories used in biological sciences, is introduced as a new avenue to investigate the behavior of bed features in alluvial channels under unidirectional flow. The approach starts with the theoretical concepts initiated by Exner, according to which the features propagate at speeds inversely proportional to their heights. This leads to coalescence and rearrangement of the general pattern of bed features. Numerical experiments show that an initial large number of arbitrary bed disturbances rapidly reduces to a small number. If one feature reaches the maximum height for given flow conditions, smaller features pass through it. An initial uniform distribution of heights of disturbances slowly changes into a broad distribution of heights with some at the maximum height, similar to what is observed in nature.
publisherAmerican Society of Civil Engineers
titleDevelopment of Bed Features
typeJournal Paper
journal volume116
journal issue9
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1990)116:9(1063)
treeJournal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 009
contenttypeFulltext


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