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contributor authorBruce Hunt
date accessioned2017-05-08T20:43:25Z
date available2017-05-08T20:43:25Z
date copyrightFebruary 1999
date issued1999
identifier other%28asce%290733-9429%281999%29125%3A2%2899%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24788
description abstractMajor differences have often been observed between experimental measurements and solutions of the one-dimensional dispersion equation for the spreading of tracers in rivers. This paper compares calculated values of peak concentration decay rates, variances, and concentration distributions for three different one-dimensional models with experimental results obtained by T. J. Day. The calculations show that the Fickian and dead-zone models have similar behaviors for peak decay rates and variances, but that these behaviors do not agree with Day's measurements. The third model, in which the dispersion coefficient increases linearly with distance downstream, gives results that agree closely with Day's measurements. It is suggested that the increase in the dispersion coefficient with distance downstream may be the result of a relatively large amount of dispersion from velocity shear near the leading and trailing edges of the tracer cloud.
publisherAmerican Society of Civil Engineers
titleDispersion Model for Mountain Streams
typeJournal Paper
journal volume125
journal issue2
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1999)125:2(99)
treeJournal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 002
contenttypeFulltext


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