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contributor authorRobert M. Clark
contributor authorWalter M. Grayman
contributor authorJames A. Goodrich
date accessioned2017-05-08T21:06:14Z
date available2017-05-08T21:06:14Z
date copyrightMarch 1986
date issued1986
identifier other%28asce%290733-9496%281986%29112%3A2%28149%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/38770
description abstractMany water utilities in the United States depend upon surface water as their primary source of drinking water. Toxic screening models can be used to provide a means for identifying and assessing the pollutants likely to be in water utility source water from point and nonpoint upstream dischargers. Two case studies are presented to evaluate this concept. One is based on the stretch of Ohio River between the Kanawha River and Cincinnati, OH and ranks the vulnerability of the utilities along this stream segment to organoleptic, toxic, and carcinogenic pollutants. The second case study uses the lower Mississippi to illustrate the use of flow routing models to predict the concentration of contaminants at downstream utilities, based on upstream industrial discharges. The important interaction between time of passage and disappearance coefficient of the pollutant is illustrated.
publisherAmerican Society of Civil Engineers
titleToxic Screening Models for Water Supply
typeJournal Paper
journal volume112
journal issue2
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(1986)112:2(149)
treeJournal of Water Resources Planning and Management:;1986:;Volume ( 112 ):;issue: 002
contenttypeFulltext


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