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contributor authorMuhammad I. Haque
contributor authorKhalid Mahmood
date accessioned2017-05-08T20:39:32Z
date available2017-05-08T20:39:32Z
date copyrightMarch 1986
date issued1986
identifier other%28asce%290733-9429%281986%29112%3A3%28220%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22627
description abstractThe mechanics of the limiting‐equilibrium profiles of ripples and dunes are presented. The analysis is based on low sediment transport rates, in which the sediment essentially moves as bedload. The sediment transport rate is taken as proportional to some power,
publisherAmerican Society of Civil Engineers
titleAnalytical Study on Steepness of Ripples and Dunes
typeJournal Paper
journal volume112
journal issue3
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1986)112:3(220)
treeJournal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 003
contenttypeFulltext


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