<?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>1388</year>
	<month>9</month>
	<day>1</day>
</pubdate>
<pubdate>
	<type>gregorian</type>
	<year>2009</year>
	<month>12</month>
	<day>1</day>
</pubdate>
<volume>7</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>Total Pressure around Chute Blocks of SAF Stilling Basins</title>
	<subject_fa>Water-Hydraulic Structure</subject_fa>
	<subject>Water-Hydraulic Structure</subject>
	<content_type_fa>Research Paper</content_type_fa>
	<content_type>Research Paper</content_type>
	<abstract_fa></abstract_fa>
	<abstract>&lt;p class=&quot;1&quot; style=&quot;MARGIN: 0cm 0cm 0pt DIRECTION: ltr TEXT-INDENT: 0cm LINE-HEIGHT: 150% unicode-bidi: embed TEXT-ALIGN: justify mso-margin-top-alt: auto mso-margin-bottom-alt: auto&quot;&gt;&lt;span style=&quot;FONT-SIZE: 10pt LINE-HEIGHT: 150%&quot;&gt;&lt;strong&gt;&lt;font face=&quot;Times New Roman&quot;&gt;ABSTRACT&lt;p&gt;&lt;/p&gt;&lt;/font&gt;&lt;/strong&gt;&lt;/span&gt;&lt;/p&gt;&lt;p class=&quot;MsoNormal&quot; style=&quot;MARGIN: 0cm 0cm 0pt DIRECTION: ltr LINE-HEIGHT: 150% unicode-bidi: embed TEXT-ALIGN: left mso-margin-top-alt: auto mso-margin-bottom-alt: auto&quot;&gt;&lt;font face=&quot;Times New Roman&quot;&gt;&lt;span style=&quot;FONT-SIZE: 10pt LINE-HEIGHT: 150%&quot;&gt;Induced total pressure by flow, including mean and fluctuating components, around a selected chute block in SAF stilling basins downstream of an ogee spillway was studied. Several pressure holes were selected on various faces of a selected chute block to get enough information regarding the total pressure field. &lt;/span&gt;&lt;span style=&quot;FONT-SIZE: 10pt LINE-HEIGHT: 150% mso-bidi-font-family: Lotus&quot;&gt;This paper reports the results of an experimental work and measurement of mean and &lt;/span&gt;&lt;span style=&quot;FONT-SIZE: 10pt LINE-HEIGHT: 150%&quot;&gt;fluctuation pressures around chute block&lt;/span&gt;&lt;span style=&quot;FONT-SIZE: 10pt LINE-HEIGHT: 150% mso-bidi-font-family: Lotus&quot;&gt;s of SAF stilling basins. &lt;/span&gt;&lt;span lang=&quot;EN-US&quot; style=&quot;FONT-SIZE: 10pt LINE-HEIGHT: 150% mso-ansi-language: EN-US&quot;&gt;The observations showed that the maximum total pressure varies inversely with Froude number of incoming flow while its position of occurrence follows &lt;/span&gt;&lt;span style=&quot;FONT-SIZE: 10pt LINE-HEIGHT: 150%&quot;&gt;a quadratic polynomial relation ship.&lt;/span&gt;&lt;span lang=&quot;EN-US&quot; style=&quot;FONT-SIZE: 10pt LINE-HEIGHT: 150% mso-bidi-font-family: Lotus mso-ansi-language: EN-US&quot;&gt; Statistical analysis also showed that the peak instantaneous pressure fluctuations could be as large as ±4.5times the &lt;i&gt;RMS&lt;/i&gt; value.&lt;/span&gt;&lt;span style=&quot;FONT-SIZE: 10pt LINE-HEIGHT: 150% mso-bidi-font-family: Lotus&quot;&gt;It is concluded that &lt;/span&gt;&lt;span style=&quot;FONT-SIZE: 10pt LINE-HEIGHT: 150%&quot;&gt;pressure fluctuation&lt;/span&gt;&lt;span style=&quot;FONT-SIZE: 10pt LINE-HEIGHT: 150% mso-bidi-font-family: Lotus&quot;&gt; around the chute blocks may double the magnitude of pressure field around the chute blocks and can not be overlooked in designing such&lt;b&gt; &lt;/b&gt;appurtenances.&lt;/span&gt;&lt;/font&gt;&lt;span style=&quot;mso-bidi-font-family: Yagut&quot;&gt;&lt;p&gt;&lt;/p&gt;&lt;/span&gt;&lt;/p&gt;</abstract>
	<keyword_fa></keyword_fa>
	<keyword>Keywords: SAF stilling basin, chute blocks, pressure field, pressure fluctuation, submergence ratio</keyword>
	<start_page>271</start_page>
	<end_page>279</end_page>
	<web_url>http://ijce.iust.ac.ir/browse.php?a_code=A-10-135-1&amp;slc_lang=en&amp;sid=1</web_url>


<author_list>
	<author>
	<first_name>Javad</first_name>
	<middle_name></middle_name>
	<last_name>Farhoudi</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>jfarhoudi@ut.ac.ir</email>
	<code>180031947532846001331</code>
	<orcid>180031947532846001331</orcid>
	<coreauthor>Yes
</coreauthor>
	<affiliation>The University of Tehran</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


</author_list>


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