<?xml version="1.0" encoding="UTF-8"?>
<!DOCTYPE ArticleSet PUBLIC "-//NLM//DTD PubMed 2.7//EN" "https://dtd.nlm.nih.gov/ncbi/pubmed/in/PubMed.dtd">
<ArticleSet>
<Article>
<Journal>
				<PublisherName>Univrsity Of Tehran Press</PublisherName>
				<JournalTitle>Water and Irrigation Management</JournalTitle>
				<Issn>2251-6298</Issn>
				<Volume>4</Volume>
				<Issue>2</Issue>
				<PubDate PubStatus="epublish">
					<Year>2014</Year>
					<Month>09</Month>
					<Day>23</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Evaluation of hydraulic sensitivity indicators for Baffle modules (Case study: Varamin Irrigation and drainage network)</ArticleTitle>
<VernacularTitle>Evaluation of hydraulic sensitivity indicators for Baffle modules (Case study: Varamin Irrigation and drainage network)</VernacularTitle>
			<FirstPage>229</FirstPage>
			<LastPage>242</LastPage>
			<ELocationID EIdType="pii">53038</ELocationID>
			
<ELocationID EIdType="doi">10.22059/jwim.2014.53038</ELocationID>
			
			<Language>FA</Language>
<AuthorList>
<Author>
					<FirstName>Mina Sadat</FirstName>
					<LastName>Seyedjavad</LastName>
<Affiliation>Graduated of Irrigation &amp; Drainage Engineering, Irrigation &amp; Drainage Engineering Group, College of Abouraihan, University of Tehran, Pakdasht, Iran</Affiliation>

</Author>
<Author>
					<FirstName>Mahmoud</FirstName>
					<LastName>Mashal</LastName>
<Affiliation>Professor, Irrigation &amp; Drainage Engineering, Irrigation &amp; Drainage Engineering Group, College of Abouraihan, University of Tehran, Pakdasht, Iran</Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2013</Year>
					<Month>12</Month>
					<Day>21</Day>
				</PubDate>
			</History>
		<Abstract>According to the low efficiency of irrigation and drainage networks and water distribution in Iran, simulating water flow and sensitivity structures and networks is considered as a new approach to evaluate the performance hydroelectric projects in the country. In this study, because of reduced water supply and distribution, especially in downstream irrigation and drainage networks Varamin to evaluate the sensitivity network in off takes structures. The sensitivity of the survey data by examining Water original data and compared them with the amount of water needed to grow the network. Network simulation and analysis using hydrodynamic model Sobek presented for sensitivity and relationships off take structures is done. Studies and sensitivity analysis for hydraulic structures Varamin irrigation system showed that baffle modules sensitivity are considerable. The study of equations, the sensitivity baffle modules occurred more than the depth upstream and valve patency rate in terminal structures. For optimal operation of the irrigation system in Varamin best way to provide for downstream water depth of each channel. In these conditions, the water supply and wastewater in all modules in the patency rate does not change.</Abstract>
			<OtherAbstract Language="FA">According to the low efficiency of irrigation and drainage networks and water distribution in Iran, simulating water flow and sensitivity structures and networks is considered as a new approach to evaluate the performance hydroelectric projects in the country. In this study, because of reduced water supply and distribution, especially in downstream irrigation and drainage networks Varamin to evaluate the sensitivity network in off takes structures. The sensitivity of the survey data by examining Water original data and compared them with the amount of water needed to grow the network. Network simulation and analysis using hydrodynamic model Sobek presented for sensitivity and relationships off take structures is done. Studies and sensitivity analysis for hydraulic structures Varamin irrigation system showed that baffle modules sensitivity are considerable. The study of equations, the sensitivity baffle modules occurred more than the depth upstream and valve patency rate in terminal structures. For optimal operation of the irrigation system in Varamin best way to provide for downstream water depth of each channel. In these conditions, the water supply and wastewater in all modules in the patency rate does not change.</OtherAbstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">hydrodynamic model</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">off take</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">operation</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">performance network</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Sensitivity analysis</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://jwim.ut.ac.ir/article_53038_20d12cdc9e1a7a9472b2284f6cd7dfc2.pdf</ArchiveCopySource>
</Article>
</ArticleSet>
