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<ArticleSet>
<Article>
<Journal>
				<PublisherName>انجمن هیدرولیک ایران</PublisherName>
				<JournalTitle>نشریه علمی هیدرولیک</JournalTitle>
				<Issn>2345-4237</Issn>
				<Volume>1</Volume>
				<Issue>1</Issue>
				<PubDate PubStatus="epublish">
					<Year>2005</Year>
					<Month>08</Month>
					<Day>23</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Simulation of Natural and Engineered Hydraulic Trap Systems in a Landfill, Using one- dimensional Three-Layer Laboratory Models</ArticleTitle>
<VernacularTitle>شبیه سازی سیستمهای تله هیدرولیکی طبیعی و مهندسی در مدفن زباله با استفاده از مدلهای آزمایشگاهی یک بعدی سه لایه ای</VernacularTitle>
			<FirstPage>55</FirstPage>
			<LastPage>68</LastPage>
			<ELocationID EIdType="pii">85364</ELocationID>
			
<ELocationID EIdType="doi">10.30482/jhyd.2005.85364</ELocationID>
			
			<Language>FA</Language>
<AuthorList>
<Author>
					<FirstName>کاظم</FirstName>
					<LastName>بدو</LastName>
<Affiliation></Affiliation>

</Author>
<Author>
					<FirstName>بهزاد</FirstName>
					<LastName>عیسی زاده</LastName>
<Affiliation></Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2005</Year>
					<Month>03</Month>
					<Day>21</Day>
				</PubDate>
			</History>
		<Abstract>The role of unsaturated drainage layer and hydraulic control systems in sanitary-engineered solid&lt;br /&gt;waste landfills were simulated using three-layer one-dimensional laboratory models. In the models,&lt;br /&gt;from top to bottom, a sodium chloride solution as a contaminant source reservoir, a first compacted silt&lt;br /&gt;layer as a primary liner, a coarse sand layer as a secondary leachate collection system or a hydraulic&lt;br /&gt;control layer, a second compacted silt layer as a secondary liner, and a bottom water reservoir as a&lt;br /&gt;groundwater aquifer, were used. In the first two tests, the model simulated the secondary leachate&lt;br /&gt;collection system and natural hydraulic trap system (upward flow through the second clayey silt&lt;br /&gt;layer). In this case, the contaminant transport mechanisms through the first silt layer were downward&lt;br /&gt;advection and diffusion, and through the second silt layer, diffusion was downward and advection was&lt;br /&gt;upward. The results showed that the implementation of the natural hydraulic control system could&lt;br /&gt;effectively reduce the contaminant transport to the underlying groundwater reservoir. In the third test,&lt;br /&gt;the natural and engineered hydraulic trap systems were simulated (upward flow from the bottom&lt;br /&gt;reservoir to the upper reservoir). In the fourth test, the model simulated the engineered hydraulic trap&lt;br /&gt;system (downward flow through the first silt layer and upward flow through the second silt layer). The&lt;br /&gt;results showed that natural and engineered hydraulic trap systems have important effects on reducing&lt;br /&gt;the contaminant transport toward the underlying aquifer. In all experiments the chloride concentration&lt;br /&gt;in silt and coarse sand layers and top and bottom reservoirs were measured and the observed&lt;br /&gt;concentrations were compared with theoretical concentrations calculated by computer code POLLUTE&lt;br /&gt;V6. The results showed that there is good agreement between theoretical and observed data.</Abstract>
			<OtherAbstract Language="FA"></OtherAbstract>
<ArchiveCopySource DocType="pdf">https://jhyd.iha.ir/article_85364_58d8e2b3e0c6cef74a997f1b4b5497c7.pdf</ArchiveCopySource>
</Article>
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