Dispersion Model for Mountain StreamsSource: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 002Author:Bruce Hunt
DOI: 10.1061/(ASCE)0733-9429(1999)125:2(99)Publisher: American Society of Civil Engineers
Abstract: Major 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.
|
Collections
Show full item record
contributor author | Bruce Hunt | |
date accessioned | 2017-05-08T20:43:25Z | |
date available | 2017-05-08T20:43:25Z | |
date copyright | February 1999 | |
date issued | 1999 | |
identifier other | %28asce%290733-9429%281999%29125%3A2%2899%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/24788 | |
description abstract | Major 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. | |
publisher | American Society of Civil Engineers | |
title | Dispersion Model for Mountain Streams | |
type | Journal Paper | |
journal volume | 125 | |
journal issue | 2 | |
journal title | Journal of Hydraulic Engineering | |
identifier doi | 10.1061/(ASCE)0733-9429(1999)125:2(99) | |
tree | Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 002 | |
contenttype | Fulltext |