<?xml version="1.0" encoding="UTF-8"?>
<records>
<record>
<language>eng</language>
<publisher>Science and Education Publishing</publisher>
<journalTitle>American Journal of Energy Research</journalTitle>
<publicationDate>2014-10-09</publicationDate>
<volume>2</volume>
<issue>4</issue>
<startPage>90</startPage>
<endPage>98</endPage>
<doi>10.12691/ajer-2-4-3</doi>
<publisherRecordId>AJER2014243</publisherRecordId>
<documentType>article</documentType>
<title language="eng">Impact of Shape of Obstacle Roof on the Turbulent Flow in a Wind Tunnel</title>
<authors>
<author>
<name>Slah Driss</name>
<affiliationId>1</affiliationId>
</author>
<author>
<name>Zied Driss</name>
<email>zied.driss@enis.rnu.tn</email>
<affiliationId>1</affiliationId>
</author>
<author>
<name>Imen Kallel Kammoun</name>
<affiliationId>1</affiliationId>
</author>

</authors>
<affiliationsList>
<affiliationName affiliationId="1">Laboratory of Electro-Mechanic Systems (LASEM), National School of Engineers of Sfax (ENIS), Univrsity of Sfax, TUNISIA</affiliationName>


</affiliationsList>
<abstract language="eng">In this paper, we are interested in the impact of shape of obstacle roof on the turbulent flow in a wind tunnel. Particularly,arched, inclined, pitched and flat roofs obstacles are examined. A three-dimensional flow of a fluid is numerically analyzed using the Navier-Stokes equations in conjunction with the standard k-ε turbulence model. These equations were solved by a finite-volume discretization method. The comparison between our numerical and experimental results shows a good agreement and confirms the numerical method.</abstract>
<fullTextUrl format="pdf">http://pubs.sciepub.com/ajer/2/4/3/ajer-2-4-3.pdf</fullTextUrl>
<keywords language="eng"><keyword>modeling</keyword>
<keyword>turbulent flow</keyword>
<keyword>roof shape</keyword>
<keyword>obstacle</keyword>
<keyword>wind tunnel</keyword>
</keywords>
</record>
</records>
