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contributor authorLeo C. van Rijn
date accessioned2017-05-08T20:38:48Z
date available2017-05-08T20:38:48Z
date copyrightDecember 1984
date issued1984
identifier other%28asce%290733-9429%281984%29110%3A12%281733%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22246
description abstractA method is presented that makes the classification of bed forms, the prediction of the bed‐form dimensions and the effective hydraulic roughness of the bed forms feasible. The proposed relationships are based on the analysis of reliable flume and field data. A verification analysis using about 1,500 (alternative) reliable flume and field data shows good results in predicting the hydraulic roughness (friction factor). For field conditions, the proposed method yields considerably better results than previously proposed methods, which are reviewed here. The proposed method has also been used to predict the flow depth and the total bed‐material load.
publisherAmerican Society of Civil Engineers
titleSediment Transport, Part III: Bed forms and Alluvial Roughness
typeJournal Paper
journal volume110
journal issue12
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1984)110:12(1733)
treeJournal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 012
contenttypeFulltext


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