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<!DOCTYPE ArticleSet PUBLIC "-//NLM//DTD PubMed 2.7//EN" "https://dtd.nlm.nih.gov/ncbi/pubmed/in/PubMed.dtd">
<ArticleSet>
<Article>
<Journal>
				<PublisherName>انجمن هیدرولیک ایران</PublisherName>
				<JournalTitle>نشریه علمی هیدرولیک</JournalTitle>
				<Issn>2345-4237</Issn>
				<Volume>3</Volume>
				<Issue>3</Issue>
				<PubDate PubStatus="epublish">
					<Year>2008</Year>
					<Month>11</Month>
					<Day>21</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Effects of Bed Roughness Shape on the Length of Hydraulic Jump</ArticleTitle>
<VernacularTitle>تاثیر شکل زبری بستر بر طول پرش هیدرولیکی در کانال های مستطیلی</VernacularTitle>
			<FirstPage>29</FirstPage>
			<LastPage>40</LastPage>
			<ELocationID EIdType="pii">85472</ELocationID>
			
<ELocationID EIdType="doi">10.30482/jhyd.2008.85472</ELocationID>
			
			<Language>FA</Language>
<AuthorList>
<Author>
					<FirstName>محمود</FirstName>
					<LastName>شفاعی بجستان</LastName>
<Affiliation>دانشگاه شهید چمران اهواز</Affiliation>
<Identifier Source="ORCID">0000-0003-3688-9561</Identifier>

</Author>
<Author>
					<FirstName>کبری</FirstName>
					<LastName>نیسی</LastName>
<Affiliation></Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2008</Year>
					<Month>03</Month>
					<Day>22</Day>
				</PubDate>
			</History>
		<Abstract>In this study, effects of shape of roughness elements on the length of hydraulic jump have&lt;br /&gt;been investigated experimentally. For the purpose of this study, prismatic roughness elements&lt;br /&gt;with different shapes (rectangular, triangular, circular, lozenge and hexangular) have been&lt;br /&gt;tested in a rectangular flume 7.5m long and 30cm wide. Experiments were performed in the&lt;br /&gt;hydraulic laboratory of Shahid Chamran University, Ahwaz, Iran. The roughed elements are&lt;br /&gt;glued on the bed of flume downstream of ogee spillways in such a way that the incoming&lt;br /&gt;water jet is just above the element surface. It should be noted that in previous studies the&lt;br /&gt;rough elements have been tested such that the incoming jet was at the same level of the&lt;br /&gt;element bottom so the elements act as baffle blocks. Each rough element was tested under&lt;br /&gt;different flow conditions. The incoming Froude number was in the range of 4.5 to 12. During&lt;br /&gt;each test the water surface profile, the roller length and the jump length were measured. In&lt;br /&gt;few tests the longitudes and vertical flow velocity were measured. The results indicate that the&lt;br /&gt;presence of rough element can reduce the hydraulic jump length and the amount of the&lt;br /&gt;reduction depends on the Froude number and the roughness shape. The lozenge element shape&lt;br /&gt;was found to produce lesser jump length (up to 40% of the smooth bed jump). Relations have&lt;br /&gt;been presented in this study to predict jump length, roller length and the amount of energy&lt;br /&gt;which is dissipated. Comparison of this study with previous results reveals that using the&lt;br /&gt;rough element can reduce the hydraulic jump as much as the block elements do, and the rough&lt;br /&gt;element can not cause separation of flow which might be subject to cavitations.</Abstract>
			<OtherAbstract Language="FA"></OtherAbstract>
<ArchiveCopySource DocType="pdf">https://jhyd.iha.ir/article_85472_18e89ec0564005f80165c79f0a1cb9d5.pdf</ArchiveCopySource>
</Article>
</ArticleSet>
