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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>University of Tehran Press</PublisherName>
				<JournalTitle>Journal of Ecohydrology</JournalTitle>
				<Issn>2423-6098</Issn>
				<Volume>2</Volume>
				<Issue>2</Issue>
				<PubDate PubStatus="epublish">
					<Year>2015</Year>
					<Month>06</Month>
					<Day>22</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Efficiency Evaluation of Diskin Method in Derivation of Instantaneous Unit Hydrograph in Jafar-Abad watershed, Golestan Province</ArticleTitle>
<VernacularTitle>Efficiency Evaluation of Diskin Method in Derivation of Instantaneous Unit Hydrograph in Jafar-Abad watershed, Golestan Province</VernacularTitle>
			<FirstPage>141</FirstPage>
			<LastPage>150</LastPage>
			<ELocationID EIdType="pii">56144</ELocationID>
			
<ELocationID EIdType="doi">10.22059/ije.2015.56144</ELocationID>
			
			<Language>FA</Language>
<AuthorList>
<Author>
					<FirstName>Raoof</FirstName>
					<LastName>Mostafazadeh</LastName>
<Affiliation>Assistant Professor, Dept. of Rangeland and Watershed Managemnet</Affiliation>

</Author>
<Author>
					<FirstName>Abdolreza</FirstName>
					<LastName>Bahremand</LastName>
<Affiliation>Associate Professor, Dept. of Watershed Management, Gorgan University of Agriculture Sciences and Natural Resources, Gorgan, Iran</Affiliation>

</Author>
<Author>
					<FirstName>Mohsen</FirstName>
					<LastName>Zabihi</LastName>
<Affiliation>PhD Student in Watershed Management Sciences and Engineering, of Science Graduated, Dept. of Watershed &amp;lrm;Management Engineering, Faculty of Natural Resources, Tarbiat Modares University</Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2015</Year>
					<Month>07</Month>
					<Day>13</Day>
				</PubDate>
			</History>
		<Abstract>Instantaneous Unit Hydrograph (IUH) is the response of a watershed subjected to a storm with an excess rainfall of ‎‎1 unit depth occurring on the watershed instantaneously, used as the response function in rainfall- runoff modeling. ‎Omission of excess rainfall duration from unit hydrograph theory has made it better and easier to investigate on ‎rainfall- runoff relationship. This study focuses on derivation of IUH from direct runoff hydrograph using Diskin ‎method in Jafar Abad watershed (109 km2) located in Golestan province. Using hourly hydro-meteoerological data ‎the index unit hydrograph was derived from 27 storms by S curve method and then index IUH was calculated from ‎S curve. Then the Diskin method was used for derivation of IUH from 4 different direct runoff hydrographs. The ‎efficiency of Diskin method was evaluated by statistical comparison with the observed IUH. The results indicated ‎that the method derived IUHs with good accuracy, 85% according to the Nash-Sutcliffe criterion. Also mean relative ‎error of instantaneous peak discharge and relative error of instantaneous time to peak, are 2.24% and 6.25% ‎respectively while the model bias for water balance is -0.92%. Nonetheless more researches in other watersheds are ‎suggested for derivation of instantaneous and flashy floods for planning into reduction of flood damages.‎</Abstract>
			<OtherAbstract Language="FA">Instantaneous Unit Hydrograph (IUH) is the response of a watershed subjected to a storm with an excess rainfall of ‎‎1 unit depth occurring on the watershed instantaneously, used as the response function in rainfall- runoff modeling. ‎Omission of excess rainfall duration from unit hydrograph theory has made it better and easier to investigate on ‎rainfall- runoff relationship. This study focuses on derivation of IUH from direct runoff hydrograph using Diskin ‎method in Jafar Abad watershed (109 km2) located in Golestan province. Using hourly hydro-meteoerological data ‎the index unit hydrograph was derived from 27 storms by S curve method and then index IUH was calculated from ‎S curve. Then the Diskin method was used for derivation of IUH from 4 different direct runoff hydrographs. The ‎efficiency of Diskin method was evaluated by statistical comparison with the observed IUH. The results indicated ‎that the method derived IUHs with good accuracy, 85% according to the Nash-Sutcliffe criterion. Also mean relative ‎error of instantaneous peak discharge and relative error of instantaneous time to peak, are 2.24% and 6.25% ‎respectively while the model bias for water balance is -0.92%. Nonetheless more researches in other watersheds are ‎suggested for derivation of instantaneous and flashy floods for planning into reduction of flood damages.‎</OtherAbstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Direct runoff Hydrograph</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Dsikin method</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Instantaneous Unit Hydrograph</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">S curve</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Jafar-Abad watershed</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://ije.ut.ac.ir/article_56144_0bad9c6010add0b043f35682156d6851.pdf</ArchiveCopySource>
</Article>
</ArticleSet>
