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contributor authorShang‐yi Wang
date accessioned2017-05-08T20:38:51Z
date available2017-05-08T20:38:51Z
date copyrightFebruary 1984
date issued1984
identifier other%28asce%290733-9429%281984%29110%3A2%2897%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22276
description abstractThe concept of potential velocity is introduced in this paper to explain the principle of sediment effective power. The writer suggests a method to formulate this principle. On this basis, a new classification of moving sediment in an open channel is suggested and a description of the applications to river sedimentation is presented. The variation of von Karman constant in sediment‐laden flow, the distinction between wash load and bed‐material load, as well as the adequacy of sediment transportation formulas are reviewed.
publisherAmerican Society of Civil Engineers
titleThe Principle and Application of Sediment Effective Power
typeJournal Paper
journal volume110
journal issue2
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1984)110:2(97)
treeJournal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 002
contenttypeFulltext


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