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<ArticleSet>
<Article>
<Journal>
				<PublisherName>University Of Tehran Press</PublisherName>
				<JournalTitle>Pollution</JournalTitle>
				<Issn>2383-451X</Issn>
				<Volume>8</Volume>
				<Issue>2</Issue>
				<PubDate PubStatus="epublish">
					<Year>2022</Year>
					<Month>04</Month>
					<Day>01</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Kinetic Characteristics and the Performance of Up-Flow Biological Aerated Filters (UBAF) for Iraqi Municipal Wastewater</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage>621</FirstPage>
			<LastPage>636</LastPage>
			<ELocationID EIdType="pii">85984</ELocationID>
			
<ELocationID EIdType="doi">10.22059/poll.2021.333654.1240</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>Khairi R.</FirstName>
					<LastName>Kalash</LastName>
<Affiliation>Environment and Water Directorate, Ministry of Science and Technology, Baghdad, Iraq</Affiliation>

</Author>
<Author>
					<FirstName>Mustafa</FirstName>
					<LastName>Al-Furaiji</LastName>
<Affiliation>Environment and Water Directorate, Ministry of Science and Technology, Baghdad, Iraq</Affiliation>

</Author>
<Author>
					<FirstName>ِAmer N.</FirstName>
					<LastName>Ahmed</LastName>
<Affiliation>Environment and Water Directorate, Ministry of Science and Technology, Baghdad, Iraq</Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2021</Year>
					<Month>10</Month>
					<Day>08</Day>
				</PubDate>
			</History>
		<Abstract>This study utilized kinetic models to study the treatment efficiencies of a laboratory-scale up-flow biological aerated filters reactor (UBAF). The treatment efficiency of a model reactor was studied using different operating conditions of the hydraulic retention times, organic loading rates, and kinetic parameters. As a result of the calculations, the second-order and modified Stover/Kincannon models are appropriate. The substrate removal rate constant K2(S) was 1.7 per day for the reactor, with a correlation coefficient of 0.9979. Utilizing the modified Stover/Kincannon model, the coefficient of the determined concentration was 0.9987; 0.9265; and 0.9685 for Chemical oxygen demand (COD); ammonium nitrogen (NH4+-N); and Total Nitrogen (TN), respectively. The calculation of the saturation value constants and maximum utilization rate for Chemical oxygen demand (COD); ammonium nitrogen (NH4+-N); and Total Nitrogen (TN) was performed using the modified Stover-Kincannon model were 178.57 and 201.80 for COD; 1.876 and 4.6 for NH4 +-N; 3.823 and 6.644 for TN, respectively. It is possible to determine the kinetic parameter for removing COD, NH4+-N, and TN from wastewater by using the modified Stover-Kincannon model.</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Domestic wastewater</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Kinetic constant</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">second-order model</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Removal efficiency</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Kinetic modeling</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Stover-Kincannon model</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://jpoll.ut.ac.ir/article_85984_e7e42c0720afbc777335acd488898236.pdf</ArchiveCopySource>
</Article>
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