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contributor authorIl Won Seo
contributor authorKyong Oh Baek
date accessioned2017-05-08T20:44:47Z
date available2017-05-08T20:44:47Z
date copyrightMarch 2004
date issued2004
identifier other%28asce%290733-9429%282004%29130%3A3%28227%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25695
description abstractIn this study, a theoretical method for predicting the longitudinal dispersion coefficient is developed based on the transverse velocity distribution in natural streams. Equations of the transverse velocity profile for irregular cross sections of the natural streams are analyzed. Among the velocity profile equations tested in this study, the beta distribution equation, which is a probability density function, is considered to be the most appropriate model for explaining the complex behavior of the transverse velocity structure of irregular natural streams. The new equation for the longitudinal dispersion coefficient that is based on the beta function for the transverse velocity profile is developed. A comparison of the proposed equation with existing equations and the observed longitudinal dispersion coefficient reveals that the proposed equation shows better agreement with the observed data compared to other existing equations.
publisherAmerican Society of Civil Engineers
titleEstimation of the Longitudinal Dispersion Coefficient Using the Velocity Profile in Natural Streams
typeJournal Paper
journal volume130
journal issue3
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2004)130:3(227)
treeJournal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 003
contenttypeFulltext


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