<?xml version="1.0" encoding="utf-8"?>
<journal>
<title>International Journal of Civil Engineering</title>
<title_fa>مجله بین المللی مهندسی عمران</title_fa>
<short_title>IJCE</short_title>
<subject>Engineering &amp; Technology</subject>
<web_url>http://ijce.iust.ac.ir</web_url>
<journal_hbi_system_id>18</journal_hbi_system_id>
<journal_hbi_system_user>agent2</journal_hbi_system_user>
<journal_id_issn>1735-0522</journal_id_issn>
<journal_id_issn_online>2283-3874</journal_id_issn_online>
<journal_id_pii></journal_id_pii>
<journal_id_doi></journal_id_doi>
<journal_id_iranmedex></journal_id_iranmedex>
<journal_id_magiran></journal_id_magiran>
<journal_id_sid></journal_id_sid>
<journal_id_nlai></journal_id_nlai>
<journal_id_science></journal_id_science>
<language>en</language>
<pubdate>
	<type>jalali</type>
	<year>1391</year>
	<month>9</month>
	<day>1</day>
</pubdate>
<pubdate>
	<type>gregorian</type>
	<year>2012</year>
	<month>12</month>
	<day>1</day>
</pubdate>
<volume>10</volume>
<number>4</number>
<publish_type>online</publish_type>
<publish_edition>1</publish_edition>
<article_type>fulltext</article_type>
<articleset>
	<article>


	<language>en</language>
	<article_id_doi></article_id_doi>
	<title_fa></title_fa>
	<title>Long Lead Runoff Simulation Using Data Driven Models</title>
	<subject_fa>Water Resources</subject_fa>
	<subject>Water Resources</subject>
	<content_type_fa>Research Paper</content_type_fa>
	<content_type>Research Paper</content_type>
	<abstract_fa></abstract_fa>
	<abstract>&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;Runoff simulation is a vital issue in water resource planning and management. Various models with different levels of accuracy&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;and precision are developed for this purpose considering various prediction time scales. In this paper, two models of IHACRES&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;(Identification of unit Hydrographs And Component flows from Rainfall, Evaporation and Streamflow data) and ANN (Artificial&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;Neural Network) models are developed and compared for long term runoff simulation in the south eastern part of Iran. These&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;models have been utilized to simulate5-month runoff in the wet period of December-April. In IHACRES application, first the&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;rainfall is predicted using climatic signals and then transformed to runoff. For this purpose, the daily precipitation is downscaled&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;by two models of SDSM (Statistical Downscaling Model) and LARS-WG (Long Ashton Research Station-Weather Generator). The&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;best results of these models are selected as IHACRES model input for simulating of runoff. In application of the ANN model,&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;effective large scale signals of SLP(Sea Level Pressure), SST(Sea Surface Temperature), &lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;SymbolPS&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;SymbolPS&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;SymbolPS&quot; size=&quot;2&quot;&gt;D&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;SLP and runoff are considered as model&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;inputs for the study region. The performances of the considered models in real time planning of water resources is evaluated by&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;comparing simulated runoff with observed data and through SWSI(Surface Water Scarcity Index) drought index calculation.&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;According to the results, the IHACRES model outperformed ANN in simulating runoff in the study area, and its results are more&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;likely to be comparable with the observed values and therefore, could be employed with more certainty.&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;
</abstract>
	<keyword_fa></keyword_fa>
	<keyword>Downscaling, Long term runoff, Simulation, ANN, Large scale climate signals, IHACRES</keyword>
	<start_page>328</start_page>
	<end_page>336</end_page>
	<web_url>http://ijce.iust.ac.ir/browse.php?a_code=A-10-435-1&amp;slc_lang=en&amp;sid=1</web_url>


<author_list>
	<author>
	<first_name>M.</first_name>
	<middle_name></middle_name>
	<last_name>Karamouz</last_name>
	<suffix></suffix>
	<first_name_fa></first_name_fa>
	<middle_name_fa></middle_name_fa>
	<last_name_fa></last_name_fa>
	<suffix_fa></suffix_fa>
	<email>karamouz@ut.ac.ir</email>
	<code>180031947532846009802</code>
	<orcid>180031947532846009802</orcid>
	<coreauthor>Yes
</coreauthor>
	<affiliation>Director, Environmental Engineering and Science Programs Polytechnic Institute of NYU, Brooklyn, NY, Professor, School of Civil Engineering, University of Tehran, Tehran, Iran</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>M.</first_name>
	<middle_name></middle_name>
	<last_name>Fallahi</last_name>
	<suffix></suffix>
	<first_name_fa></first_name_fa>
	<middle_name_fa></middle_name_fa>
	<last_name_fa></last_name_fa>
	<suffix_fa></suffix_fa>
	<email>mahdis@aut.ac.ir</email>
	<code>180031947532846009803</code>
	<orcid>180031947532846009803</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>M.Sc. School of Civil Engineering., Amirkabir University of Tech.,Tehran, Iran</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>S.</first_name>
	<middle_name></middle_name>
	<last_name>Nazif</last_name>
	<suffix></suffix>
	<first_name_fa></first_name_fa>
	<middle_name_fa></middle_name_fa>
	<last_name_fa></last_name_fa>
	<suffix_fa></suffix_fa>
	<email>snazif@ut.ac.ir</email>
	<code>180031947532846009804</code>
	<orcid>180031947532846009804</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Assistant Professor, School of Civil Engineering, College of Engineering, University of Tehran, Tehran, Iran</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>M.</first_name>
	<middle_name></middle_name>
	<last_name>Rahimi Farahani</last_name>
	<suffix></suffix>
	<first_name_fa></first_name_fa>
	<middle_name_fa></middle_name_fa>
	<last_name_fa></last_name_fa>
	<suffix_fa></suffix_fa>
	<email>rahimi@aut.ac.ir</email>
	<code>180031947532846009805</code>
	<orcid>180031947532846009805</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>M.Sc. School. of Civil Eng., Amirkabir Univ. of Tech., Tehran, Iran</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


</author_list>


	</article>
</articleset>
</journal>
