Experimental Study of Sediment Transport in Meandering Channels
Levent Yilmaz ()
Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), 2008, vol. 22, issue 2, 259-275
Abstract:
Sediment transport in a meandering channel is measured in a laboratory flume. The measurements are evaluated and compared with previous studies. The values of the calculated sediment transport rates using previous formulas are generally overestimated. Under these circumstances, in this research, it is noticed that the sediment transport rates as measured in the laboratory, and sediment transport capacities computed with the Einstein’s approach, behave in a quite similar way, seemingly closely related to the varying bottom shear velocity or stress. Einstein’s approach for bed load comparison is chosen in this experimental research because it has been tested to some extent. Copyright Springer Science+Business Media, Inc. 2008
Keywords: sediment transport; shear stress; bedload; experimental procedure; boundary layer (search for similar items in EconPapers)
Date: 2008
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Persistent link: https://EconPapers.repec.org/RePEc:spr:waterr:v:22:y:2008:i:2:p:259-275
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DOI: 10.1007/s11269-007-9156-1
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