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contributor authorArjumand Z. Zaidi
contributor authorSharon M. deMonsabert
contributor authorRaed El-Farhan
date accessioned2017-05-08T21:08:21Z
date available2017-05-08T21:08:21Z
date copyrightMay 2008
date issued2008
identifier other%28asce%290733-9496%282008%29134%3A3%28214%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40147
description abstractThe total maximum daily load approach currently used by the USEPA to restore an impaired stream by allocating allowable loads to the polluters does not mandate any economic consideration. The need for a cost-effective allocation process has long been identified but no single best way to accomplish this has yet been developed. This paper describes how the most economical load allocation scenario may be determined through an optimal placement of control measures within an agricultural watershed. The proposed optimization approach is applied to the bacterially impaired Roses Creek watershed located in the Commonwealth of Virginia. The cost-effectiveness relationships were established for vegetative buffer strips, streamside fencing, pet waste management, and septic system repair and installation to illustrate the methodology. Similar relationships may be established for other control measures provided their load reduction efficiencies are known.
publisherAmerican Society of Civil Engineers
titleHow to Include Economic Analysis in TMDL Allocation
typeJournal Paper
journal volume134
journal issue3
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(2008)134:3(214)
treeJournal of Water Resources Planning and Management:;2008:;Volume ( 134 ):;issue: 003
contenttypeFulltext


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