<?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>1390</year>
	<month>12</month>
	<day>1</day>
</pubdate>
<pubdate>
	<type>gregorian</type>
	<year>2012</year>
	<month>3</month>
	<day>1</day>
</pubdate>
<volume>10</volume>
<number>1</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>A semi analytical solution for rising limb of hydrograph in 2D overland flow</title>
	<subject_fa>Water-Hydrology</subject_fa>
	<subject>Water-Hydrology</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 face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;In almost all of the present mathematical models, the upstream subbasins, with overland flow as the dominant type of flow, are&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;simulated as a rectangular plane. However, the converging plane is the closest shape to an actual upstream subbasin. The&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;intricate nature of the governing equations of the overland flow on a converging plane is the cause of prolonged absence of an&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;analytical or semi analytical solution to define the rising limb of the resulted hydrograph. In the present research, a new&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;geomorphologic semi analytical method was developed that tries to establish a relationship between the parallel and converging&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;flows to reduce the complexity of the equations. The proposed method uses the principals of the Time Area method modified to&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;apply the kinematic wave theory and then by applying a correction factor finds the actual discharge. The correction factor, which&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;is based on the proportion of the effective drained area to the analytically calculated one, introduces the convergence effect of&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;the flow in reducing the potentially available discharge in a parallel flow. The proposed method was applied to a case study and&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p&gt;&lt;i&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;the result was compared with that of Woolhiser&amp;#39s numerical method that showed the reliability of the new method.&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;
</abstract>
	<keyword_fa></keyword_fa>
	<keyword>Kinematic wave, Converging plane, Parallel flow, Time to equilibrium, Rising limb, Geomorphologic correction factor</keyword>
	<start_page>43</start_page>
	<end_page>50</end_page>
	<web_url>http://ijce.iust.ac.ir/browse.php?a_code=A-10-659-1&amp;slc_lang=en&amp;sid=1</web_url>


<author_list>
	<author>
	<first_name>A. R.</first_name>
	<middle_name></middle_name>
	<last_name>Shokoohi</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>shokoohi@ikiu.ac.ir</email>
	<code>180031947532846009770</code>
	<orcid>180031947532846009770</orcid>
	<coreauthor>Yes
</coreauthor>
	<affiliation>Associate professor, water engineering department, faculty of technical and engineering, International University of Imam Khomeini, Qazvin, Iran.</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>B.</first_name>
	<middle_name></middle_name>
	<last_name>Saghafian</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>b.saghafian@gmail.com</email>
	<code>180031947532846009771</code>
	<orcid>180031947532846009771</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Professor in Hydrology, Soil Conservation and Watershed Management Center, Tehran, Iran </affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


</author_list>


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