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contributor authorIl Won Seo
contributor authorW. Hall C. Maxwell
date accessioned2017-05-08T20:41:19Z
date available2017-05-08T20:41:19Z
date copyrightOctober 1992
date issued1992
identifier other%28asce%290733-9429%281992%29118%3A10%281406%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23564
description abstractThe complex nature of low‐flow mixing in natural channels has been investigated using both laboratory experiments and the numerical solution of a proposed mathematical model that is based on a set of mass balance equations describing the mixing and mass exchange mechanisms. Laboratory experiments, which involved collection of channel geometry, hydraulic, and dye dispersion test data, were conducted in a model of four pool‐and‐riffle sequences in a 49‐m (161‐ft) long tilting flume. The experimental results show that flow over the model pool‐riffle sequences is highly nonuniform. Concentration‐time curves are significantly skewed with long tails. Comparison between measured and predicted concentration‐time curves shows good agreement in the general shape, peak concentration, and time to peak. The proposed model shows significant improvement over the conventional one‐dimensional dispersion model in predicting natural mixing process in open channels under low‐flow conditions through pools and riffles.
publisherAmerican Society of Civil Engineers
titleModeling Low‐Flow Mixing through Pools and Riffles
typeJournal Paper
journal volume118
journal issue10
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1992)118:10(1406)
treeJournal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 010
contenttypeFulltext


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