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		<PublisherName>Baywood Publishing Company</PublisherName>
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	<Journal>
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			<JournalPrintISSN>0047-2433</JournalPrintISSN>
			<JournalElectronicISSN>1541-3802</JournalElectronicISSN>
			<JournalTitle>Journal of Environmental Systems</JournalTitle>
			<JournalCode>BWES</JournalCode>
			<JournalID>300323</JournalID>
			<JournalURL>http://baywood.metapress.com/link.asp?target=journal&amp;id=300323</JournalURL>
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		<Volume>
			<VolumeInfo>
				<VolumeNumber>30</VolumeNumber>
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			<Issue>
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					<IssueNumberBegin>4</IssueNumberBegin>
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						<CoverDate Year="2004" Month="6" Day="1"/>
						<CoverDisplay>Number 4 / 2003-2004</CoverDisplay>
					</IssuePublicationDate>
					<IssueID>427NCRYH7KJ9</IssueID>
					<IssueURL>http://baywood.metapress.com/link.asp?target=issue&amp;id=427NCRYH7KJ9</IssueURL>
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				<Article ArticleType="Original">
					<ArticleInfo Free="No" ESM="No">
						<ArticleDOI>10.2190/G764-H6TX-7178-Q118</ArticleDOI>
						<ArticlePII>G764H6TX7178Q118</ArticlePII>
						<ArticleSequenceNumber>3</ArticleSequenceNumber>
						<ArticleTitle Language="En">Water Quality Model Incorporates Unconventional Bod Reduction</ArticleTitle>
						<ArticleFirstPage>303</ArticleFirstPage>
						<ArticleLastPage>316</ArticleLastPage>
						<ArticleHistory>
							<RegistrationDate>20070221</RegistrationDate>
							<ReceivedDate>20070221</ReceivedDate>
							<Accepted>20070221</Accepted>
							<OnlineDate>20070221</OnlineDate>
						</ArticleHistory>
						<FullTextFileName>G764H6TX7178Q118.pdf</FullTextFileName>
						<FullTextURL>http://baywood.metapress.com/link.asp?target=contribution&amp;id=G764H6TX7178Q118</FullTextURL>
						<Composite>4</Composite>
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					<ArticleHeader>
						<AuthorGroup>
							<Author AffiliationID="A1">
								<GivenName>Emerald</GivenName>
								<Initials>M.</Initials>
								<FamilyName>Roider</FamilyName>
								<Degrees/>
								<Roles/>
							</Author>
							<Author AffiliationID="A1">
								<GivenName>Trieu</GivenName>
								<Initials>V.</Initials>
								<FamilyName>Le</FamilyName>
								<Degrees/>
								<Roles/>
							</Author>
							<Author AffiliationID="A1">
								<GivenName>Donald</GivenName>
								<Initials>Dean</Initials>
								<FamilyName>Adrian</FamilyName>
								<Degrees/>
								<Roles/>
							</Author>
							<Author AffiliationID="A2">
								<GivenName>Thomas</GivenName>
								<Initials>G.</Initials>
								<FamilyName>Sanders</FamilyName>
								<Degrees/>
								<Roles/>
							</Author>
							<Affiliation AFFID="A1">
								<OrgDivision/>
								<OrgName>Louisiana State University, Baton Rouge</OrgName>
								<OrgAddress/>
							</Affiliation>
							<Affiliation AFFID="A2">
								<OrgDivision/>
								<OrgName>Colorado State University, Fort Collins</OrgName>
								<OrgAddress/>
							</Affiliation>
						</AuthorGroup>
						<Abstract Language="En">Biochemical Oxygen Demand (BOD) reduction through the joint action of BOD decay expressed as an unconventional second order reaction and sedimentation is incorporated into a dissolved oxygen (DO) sag model for a river. A term named the Phelps-Thomas index, which is a function of the reaeration and sedimentation rate constants, is introduced and presented as a composite measure of river and wastewater rejuvenation characteristics. Calculations using ranges of reaeration and sedimentation rates show the Phelps-Thomas index has values between -2 and 10 or larger, with large values associated with rapid recovery of DO. The time at which the minimum DO occurs is calculated numerically. Examples apply the DO sag model to logging debris in a stream.</Abstract>
						<biblist>
							<bib-other>
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								<bibtext seqNum="5">J. C. Young and J. W. Clark, Second Order Equation for BOD, &lt;i&gt;Journal of the Sanitary Engineering Division Proceedings of the American Society of Civil Engineering&lt;/i&gt;, 91:SA1, pp. 43-57, 1965.</bibtext>
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							<bib-other>
								<bibtext seqNum="7">D. M. Marske and L. B. Polkowski, Evaluation of Methods for Estimating Biochemical Oxygen Demand Parameters, &lt;i&gt;Journal of Water Pollution Control Federation&lt;/i&gt;, 44:10, pp. 1987-1999, 1972.</bibtext>
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							</bib-other>
							<bib-other>
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							</bib-other>
							<bib-other>
								<bibtext seqNum="12">S. L. Ponce, The Biochemical Oxygen Demand of Finely Divided Logging Debris in Stream Water, &lt;i&gt;Water Resources Research&lt;/i&gt;, 10:5, pp. 983-988, 1974.</bibtext>
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							<bib-other>
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							</bib-other>
							<bib-other>
								<bibtext seqNum="14">D. D. Adrian, E. M. Roider, and T. G. Sanders, Oxygen Sag Models for Multiorder Biochemical Oxygen Demand Reactions, &lt;i&gt;Journal of Environmental Engineering&lt;/i&gt;, 130:7, pp. 784-791, 2004.</bibtext>
							</bib-other>
							<bib-other>
								<bibtext seqNum="15">J. Hewitt, J. V. Hunter, and D. Lockwood, A Multiorder Approach to BOD Kinetics, &lt;i&gt;Water Research&lt;/i&gt;, 13, pp. 325-329, 1979.</bibtext>
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							<bib-other>
								<bibtext seqNum="16">P. M. Berthouex and L. C. Brown, &lt;i&gt;Statistics for Environmental Engineers&lt;/i&gt; (2nd Edition), Lewis Publishers, Boca Raton, Florida, pp. 388-396, 2002.</bibtext>
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							<bib-other>
								<bibtext seqNum="17">M. E. Borsuk and C. A. Stow, Bayesian Parameter Estimation in a Mixed-Order Model of BOD Decay, &lt;i&gt;Water Research&lt;/i&gt;, 34:6, pp. 1830-1836, 2000.</bibtext>
							</bib-other>
							<bib-other>
								<bibtext seqNum="18">M. G. Rodriguez, Calculus of the Biochemical Oxygen Demand of Effluents with Xenobiotics, &lt;i&gt;Journal of Environmental Science and Health, Part a: Toxic/Hazardous Substances &amp; Environmental Engineering&lt;/i&gt;, 34:4, pp. 879-897, 1999.</bibtext>
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						</biblist>
					</ArticleHeader>
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