Predicting travel time and dispersion in rivers and streams

Journal of Hydraulic Engineering
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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.

Suggested Citation

Jobson, H., 1997, Predicting travel time and dispersion in rivers and streams: Journal of Hydraulic Engineering, v. 123, no. 11, p. 971-978, https://doi.org/10.1061/(ASCE)0733-9429(1997)123:11(971).

Publication type Article
Publication Subtype Journal Article
Title Predicting travel time and dispersion in rivers and streams
Series title Journal of Hydraulic Engineering
DOI 10.1061/(ASCE)0733-9429(1997)123:11(971)
Volume 123
Issue 11
Year Published 1997
Language English
Publisher ASCE
Description 8 p.
First page 971
Last page 978
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