<?xml version="1.0" encoding="UTF-8"?>
<!DOCTYPE ArticleSet PUBLIC "-//NLM//DTD PubMed 2.7//EN" "https://dtd.nlm.nih.gov/ncbi/pubmed/in/PubMed.dtd">
<ArticleSet>
<Article>
<Journal>
				<PublisherName>University of Tehran</PublisherName>
				<JournalTitle>Journal of Environmental Studies</JournalTitle>
				<Issn>1025-8620</Issn>
				<Volume>26</Volume>
				<Issue>26</Issue>
				<PubDate PubStatus="epublish">
					<Year>2000</Year>
					<Month>12</Month>
					<Day>21</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Environmental Management of
Siah-Rud River and Economic Analysis on
Sewage Purification</ArticleTitle>
<VernacularTitle>Environmental Management of
Siah-Rud River and Economic Analysis on
Sewage Purification</VernacularTitle>
			<FirstPage></FirstPage>
			<LastPage></LastPage>
			<ELocationID EIdType="pii">25636</ELocationID>
			
			
			<Language>FA</Language>
<AuthorList>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
		<Abstract>Considering the water scarcity in Iran and the importance of
environmental protection, it is approperiate to investigate the
\ environmental management of Siah-Rud river. It is a small river
being utilized as discharge channel by factories located in the
vicinity of the river. The physico-chemical characteristics of river
water at 10 different sampling locations &#039;along with coefficient of
aeration (K1, Kd) , and self purification of the river were determined.
Using a linear computer programme , an optimization-model for the
minimum treatment efficiency at each pollutant source, along with
dissolved oxygen and BOD, in the course of river was developed</Abstract>
			<OtherAbstract Language="FA">Considering the water scarcity in Iran and the importance of
environmental protection, it is approperiate to investigate the
\ environmental management of Siah-Rud river. It is a small river
being utilized as discharge channel by factories located in the
vicinity of the river. The physico-chemical characteristics of river
water at 10 different sampling locations &#039;along with coefficient of
aeration (K1, Kd) , and self purification of the river were determined.
Using a linear computer programme , an optimization-model for the
minimum treatment efficiency at each pollutant source, along with
dissolved oxygen and BOD, in the course of river was developed</OtherAbstract>
<ArchiveCopySource DocType="pdf">https://jes.ut.ac.ir/article_25636_90256d5c6119498ae5e11944224ee417.pdf</ArchiveCopySource>
</Article>
</ArticleSet>
