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contributor authorNick A. Marsh
contributor authorAndrew W. Western
contributor authorRodger B. Grayson
date accessioned2017-05-08T20:44:54Z
date available2017-05-08T20:44:54Z
date copyrightJuly 2004
date issued2004
identifier other%28asce%290733-9429%282004%29130%3A7%28616%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25756
description abstractA comparison of four methods for predicting the incipient motion conditions of a uniform sand bed is presented. The four methods are: (1) the Shields diagram, (2) an empirical approach, (3) a method derived from resolution of rotational forces, and (4) a simplified resolution of rotational forces with a variable lift force coefficient. The four methods are used to predict the incipient motion conditions for 97 experimental runs taken from seven independent experimental flume studies. The effectiveness of predicting depth averaged incipient motion velocity for each of the four methods are compared. The simplified resolution of rotational forces model (4) and Shields method (1) were most successful in predicting the incipient motion velocity
publisherAmerican Society of Civil Engineers
titleComparison of Methods for Predicting Incipient Motion for Sand Beds
typeJournal Paper
journal volume130
journal issue7
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2004)130:7(616)
treeJournal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 007
contenttypeFulltext


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