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contributor authorHarvey E. Jobson
date accessioned2017-05-08T20:42:43Z
date available2017-05-08T20:42:43Z
date copyrightNovember 1997
date issued1997
identifier other%28asce%290733-9429%281997%29123%3A11%28971%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24370
description abstractThe 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.
publisherAmerican Society of Civil Engineers
titlePredicting Travel Time and Dispersion in Rivers and Streams
typeJournal Paper
journal volume123
journal issue11
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1997)123:11(971)
treeJournal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 011
contenttypeFulltext


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