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<ArticleSet>
<Article>
<Journal>
				<PublisherName>انجمن هیدرولیک ایران</PublisherName>
				<JournalTitle>نشریه علمی هیدرولیک</JournalTitle>
				<Issn>2345-4237</Issn>
				<Volume>6</Volume>
				<Issue>3</Issue>
				<PubDate PubStatus="epublish">
					<Year>2011</Year>
					<Month>11</Month>
					<Day>22</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Risk Analysis for Dam Overtopping Considering Hydraulic and Hydrologic Parameters (Vanak Dam as a Case Study)</ArticleTitle>
<VernacularTitle>تحلیل خطر روگذری آب در سد با در نظر گرفتن جنبه های هیدرولیکی و هیدرولوژیکی (مطالعه موردی: سد ونک)</VernacularTitle>
			<FirstPage>39</FirstPage>
			<LastPage>53</LastPage>
			<ELocationID EIdType="pii">85487</ELocationID>
			
<ELocationID EIdType="doi">10.30482/jhyd.2011.85487</ELocationID>
			
			<Language>FA</Language>
<AuthorList>
<Author>
					<FirstName>عبدالرضا</FirstName>
					<LastName>کبیری سامانی</LastName>
<Affiliation>دانشیار، دانشکده مهندسی عمران، دانشگاه صنعتی اصفهان</Affiliation>
<Identifier Source="ORCID">0000-0002-5984-3892</Identifier>

</Author>
<Author>
					<FirstName>نیکو</FirstName>
					<LastName>منصوری</LastName>
<Affiliation></Affiliation>

</Author>
<Author>
					<FirstName>امیررضا</FirstName>
					<LastName>سدهی سامانی</LastName>
<Affiliation></Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2011</Year>
					<Month>03</Month>
					<Day>23</Day>
				</PubDate>
			</History>
		<Abstract>In this study, a probability- based methodology is formulated to evaluate quantitatively and&lt;br /&gt;systematically the overtopping risk of earth dams. This study considers the overtopping phenomena&lt;br /&gt;induced by the occurrence of flood and wind effects. The risk analysis based models for overtopping&lt;br /&gt;consist of random modeling of the flood generation, wind dynamic aspects, reservoir routing, reservoir&lt;br /&gt;geometry, inflow discharge, outflow discharge, dam height, initial water surface and correction factor&lt;br /&gt;for increasing water induced by wind. For calibrating the results of simulation and modeling, Vanak&lt;br /&gt;dam in Charmahal Bakhtiari is used as a case study. The case study was employed to demonstrate how&lt;br /&gt;the total risk of overtopping over a practical case could be estimated based on the proposed&lt;br /&gt;methodology. Annual maximum series of peak flow discharge and wind velocity of Vanak dam are&lt;br /&gt;used to analyze extreme flood and wind with different frequencies by using hydrological frequency&lt;br /&gt;analysis software (HYFA). Risk analysis results show that considering uncertainties of random&lt;br /&gt;parameters affects significantly the dam reliability. Also overtopping risk of Vanak dam is not&lt;br /&gt;sensitive to increasing initial water surface. By increasing uncertainty of inflow flood, overtopping&lt;br /&gt;risk is increased.Risk overtopping increases, while the uncertainty of reservoir geometry increased.&lt;br /&gt;Also dam reliability is decreased by malfunction of spillway’s gates. Based on this analysis both the&lt;br /&gt;effect of wind and flood together influence the overtopping risk of earth dam.</Abstract>
			<OtherAbstract Language="FA"></OtherAbstract>
<ArchiveCopySource DocType="pdf">https://jhyd.iha.ir/article_85487_a7a1267e0f71026635cf504276e6df81.pdf</ArchiveCopySource>
</Article>
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