Predicting Travel Time and Dispersion in Rivers and StreamsSource: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 011Author:Harvey E. Jobson
DOI: 10.1061/(ASCE)0733-9429(1997)123:11(971)Publisher: American Society of Civil Engineers
Abstract: The possibility of a contaminant being accidentally or intentionally spilled in a river is a constant concern to those using the water. Methods are developed to estimate: (1) the velocity of a contaminant in a river; (2) the rate of attenuation of the peak concentration of a conservative contaminant; and (3) the time required for a contaminant plume to pass a point. The methods are based on data collected by the U.S. Geological Survey in almost a hundred different rivers representing a wide range of sizes, slopes, and geomorphic types. Although the accuracy of the predictions can be greatly increased by performing time-of-travel studies, the emphasis of this paper is on providing methods for making estimates where few data are available. It is shown that the unit-peak concentration is well correlated with travel time and that the travel time of the leading edge averages 89% of the travel time of the peak concentration.
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contributor author | Harvey E. Jobson | |
date accessioned | 2017-05-08T20:42:43Z | |
date available | 2017-05-08T20:42:43Z | |
date copyright | November 1997 | |
date issued | 1997 | |
identifier other | %28asce%290733-9429%281997%29123%3A11%28971%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/24370 | |
description abstract | The possibility of a contaminant being accidentally or intentionally spilled in a river is a constant concern to those using the water. Methods are developed to estimate: (1) the velocity of a contaminant in a river; (2) the rate of attenuation of the peak concentration of a conservative contaminant; and (3) the time required for a contaminant plume to pass a point. The methods are based on data collected by the U.S. Geological Survey in almost a hundred different rivers representing a wide range of sizes, slopes, and geomorphic types. Although the accuracy of the predictions can be greatly increased by performing time-of-travel studies, the emphasis of this paper is on providing methods for making estimates where few data are available. It is shown that the unit-peak concentration is well correlated with travel time and that the travel time of the leading edge averages 89% of the travel time of the peak concentration. | |
publisher | American Society of Civil Engineers | |
title | Predicting Travel Time and Dispersion in Rivers and Streams | |
type | Journal Paper | |
journal volume | 123 | |
journal issue | 11 | |
journal title | Journal of Hydraulic Engineering | |
identifier doi | 10.1061/(ASCE)0733-9429(1997)123:11(971) | |
tree | Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 011 | |
contenttype | Fulltext |