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contributor authorChih Ted Yang
contributor authorFrancisco J. Simões
date accessioned2017-05-08T20:45:07Z
date available2017-05-08T20:45:07Z
date copyrightMay 2005
date issued2005
identifier other%28asce%290733-9429%282005%29131%3A5%28413%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25910
description abstractIt has been the conventional assumption that wash load is supply limited and is only indirectly related to the hydraulics of a river. Hydraulic engineers also assumed that bed-material load concentration is independent of wash load concentration. This paper provides a detailed analysis of the Yellow River sediment transport data to determine whether the above assumptions are true and whether wash load concentration can be computed from the original unit stream power formula and the modified unit stream power formula for sediment-laden flows. A systematic and thorough analysis of 1,160 sets of data collected from 9 gauging stations along the Middle and Lower Yellow River confirmed that the method suggested by the conjunctive use of the two formulas can be used to compute wash load, bed-material load, and total load in the Yellow River with accuracy.
publisherAmerican Society of Civil Engineers
titleWash Load and Bed-Material Load Transport in the Yellow River
typeJournal Paper
journal volume131
journal issue5
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2005)131:5(413)
treeJournal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 005
contenttypeFulltext


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