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contributor authorJ. Wayland Eheart
contributor authorE. Downey Brill, Jr.
contributor authorJon C. Liebman
date accessioned2017-05-08T21:06:36Z
date available2017-05-08T21:06:36Z
date copyrightJanuary 1990
date issued1990
identifier other%28asce%290733-9496%281990%29116%3A1%2821%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39010
description abstractIn developing management programs to regulate point sources of waterbomewaste, it may be convenient or even necessary to subdivide the dischargers into groups. For simplicity and effectiveness in meeting water quality goals, it is desirable that the regulatory decisions governing one group of dischargers be minimally influenced by those governing other groups. One way to accomplish this is to separate the watercourse into sets of water quality checkpoints such that each set of checkpoints is associated with a group of dischargers and the effect of the dischargers excluded from a given group upon the checkpoints associated with that group is small. This paper presents a quantitative method for effecting such groupings. The method minimizes the impacts of the dischargers included in a group on checkpoints associated with other groups of dischargers. The method is illustrated using data for several river basins, viz., the Lower Fox River in Wisconsin, the Willamette River in Oregon, and the Mohawk River in New York.
publisherAmerican Society of Civil Engineers
titleDischarger Grouping for Water Quality Control
typeJournal Paper
journal volume116
journal issue1
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(1990)116:1(21)
treeJournal of Water Resources Planning and Management:;1990:;Volume ( 116 ):;issue: 001
contenttypeFulltext


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