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		<PublisherName>Baywood Publishing Company</PublisherName>
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	<Journal>
		<JournalInfo JournalType="Journals">
			<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>33</VolumeNumber>
			</VolumeInfo>
			<Issue>
				<IssueInfo IssueType="Regular">
					<IssueNumberBegin>2</IssueNumberBegin>
					<IssueNumberEnd>2</IssueNumberEnd>
					<IssueSupplement>0</IssueSupplement>
					<IssuePartStart>0</IssuePartStart>
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					<IssueSequence>000033000220110101</IssueSequence>
					<IssuePublicationDate>
						<CoverDate Year="2011" Month="1" Day="1"/>
						<CoverDisplay>Number 2 / 2011</CoverDisplay>
					</IssuePublicationDate>
					<IssueID>N671K7P25421</IssueID>
					<IssueURL>http://baywood.metapress.com/link.asp?target=issue&amp;id=N671K7P25421</IssueURL>
				</IssueInfo>
				<Article ArticleType="Original">
					<ArticleInfo Free="No" ESM="No">
						<ArticleDOI>10.2190/ES.33.2.d</ArticleDOI>
						<ArticlePII>EK1W1084015632G1</ArticlePII>
						<ArticleSequenceNumber>4</ArticleSequenceNumber>
						<ArticleTitle Language="En">Effect of Tertiary Treatment on Chemically Complex Secondary Wastewater</ArticleTitle>
						<ArticleFirstPage>121</ArticleFirstPage>
						<ArticleLastPage>131</ArticleLastPage>
						<ArticleHistory>
							<RegistrationDate>20120409</RegistrationDate>
							<ReceivedDate>20120409</ReceivedDate>
							<Accepted>20120409</Accepted>
							<OnlineDate>20120409</OnlineDate>
						</ArticleHistory>
						<FullTextFileName>EK1W1084015632G1.pdf</FullTextFileName>
						<FullTextURL>http://baywood.metapress.com/link.asp?target=contribution&amp;id=EK1W1084015632G1</FullTextURL>
						<Composite>2</Composite>
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					<ArticleHeader>
						<AuthorGroup>
							<Author AffiliationID="A1">
								<GivenName>Liu</GivenName>
								<Initials/>
								<FamilyName>Jingming</FamilyName>
								<Degrees/>
								<Roles/>
							</Author>
							<Author AffiliationID="A2">
								<GivenName>Chen</GivenName>
								<Initials/>
								<FamilyName>Yanyan</FamilyName>
								<Degrees/>
								<Roles/>
							</Author>
							<Author AffiliationID="A2">
								<GivenName>Zhang</GivenName>
								<Initials/>
								<FamilyName>Wei</FamilyName>
								<Degrees/>
								<Roles/>
							</Author>
							<Author AffiliationID="A2">
								<GivenName>Shi</GivenName>
								<Initials/>
								<FamilyName>Yunfen</FamilyName>
								<Degrees/>
								<Roles/>
							</Author>
							<Author AffiliationID="A3">
								<GivenName>Zhu</GivenName>
								<Initials/>
								<FamilyName>Zhirong</FamilyName>
								<Degrees/>
								<Roles/>
							</Author>
							<Affiliation AFFID="A1">
								<OrgDivision/>
								<OrgName>Northeast Dianli University, China and Tongji University, China</OrgName>
								<OrgAddress/>
							</Affiliation>
							<Affiliation AFFID="A2">
								<OrgDivision/>
								<OrgName>Northeast Dianli University, China</OrgName>
								<OrgAddress/>
							</Affiliation>
							<Affiliation AFFID="A3">
								<OrgDivision/>
								<OrgName>Tongji University, China</OrgName>
								<OrgAddress/>
							</Affiliation>
						</AuthorGroup>
						<Abstract Language="En">Biochemical characteristics of chemical secondary effluent in tertiary treatment were studied with a piloted system of biological contact aerators to meet national discharge limits. The results showed that biochemical characteristics of the secondary effluent had higher concentrations of residual COD and NH&lt;sub&gt;3&lt;/sub&gt;-N, as well as lower residual concentrations of BOD&lt;sub&gt;5&lt;/sub&gt; and alkalinity. Residual COD in the effluent consisted mainly of three parts including the non-biodegradable COD presented by organic matter of toxicity, the soluble COD presented by BOD&lt;sub&gt;5&lt;/sub&gt;, and the particulate COD presented by SS. Under conditions of non-biodegradable COD concentration of 132.70 mg/L and less alkalinity, NH&lt;sub&gt;3&lt;/sub&gt;-N effluent concentrations were decreased from 30.44 mg/L to 14.79 mg/L, and a scientific basis of reference was provided for reforming the pulse flocculated clarifier system which can be a new dimension for wastewater treatment.</Abstract>
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						</biblist>
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