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contributor authorK. Debnath
contributor authorV. Nikora
contributor authorA. Elliott
date accessioned2017-05-08T20:49:53Z
date available2017-05-08T20:49:53Z
date copyrightJune 2007
date issued2007
identifier other%28asce%290733-9437%282007%29133%3A3%28256%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28539
description abstractA new technique for testing the erodibility of cohesive stream banks using an in situ flume is presented. The erosion rate is estimated from direct measurements of bed surface elevations by acoustic sensors. The sediment resuspension rate is obtained using data on sediment concentrations measured by optical backscatter sensors and from water samples. The bed-load contribution to the total erosion rate is evaluated from the conservation equation for sediments. Temporal patterns of erosion and resuspension rates are studied employing stepwise increments of bed-shear stress. The data show that bed load plays a significant role in cohesive bank erosion. The data analysis suggests that erosion and resuspension thresholds observed in experiments were very low or equal to zero. The data support the power type equation for the erosion and resuspension rates with bed-shear stress as the key factor. The data also highlights the potential importance of mud content and water content on erosion.
publisherAmerican Society of Civil Engineers
titleStream Bank Erosion: In Situ Flume Tests
typeJournal Paper
journal volume133
journal issue3
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(2007)133:3(256)
treeJournal of Irrigation and Drainage Engineering:;2007:;Volume ( 133 ):;issue: 003
contenttypeFulltext


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