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<article xmlns:xlink="http://www.w3.org/1999/xlink" article-type="research-article" dtd-version="1.3" xml:lang="en">
 <front>
  <journal-meta>
   <journal-id journal-id-type="publisher">setsci</journal-id>
   <journal-title-group>
    <journal-title>Setsci conference indexing system</journal-title>
   </journal-title-group>
   <issn>2618-6446</issn>
   <publisher>
    <publisher-name>SET Technology</publisher-name>
   </publisher>
  </journal-meta>
  <article-meta>
   <article-id pub-id-type="publisher-id">6e2a92e9-758b-463e-b4f9-c0d9ddd107c8</article-id>
   <title-group>
    <article-title>Dam Break Flow Modelling over a Dry Bed in Rectangular Channel Using SWE</article-title>
   </title-group>
   <contrib-group>
    <contrib contrib-type="author" corresp="yes">
     <name>
      <surname>Kocaman</surname>
      <given-names>Selahattin</given-names>
     </name>
     <xref ref-type="aff" rid="aff1"/>
    </contrib>
    <contrib contrib-type="author">
     <name>
      <surname>Ateş</surname>
      <given-names>Cihat</given-names>
     </name>
     <xref ref-type="aff" rid="aff1"/>
    </contrib>
    <contrib contrib-type="author">
     <name>
      <surname>Dal</surname>
      <given-names>Kaan</given-names>
     </name>
     <xref ref-type="aff" rid="aff1"/>
    </contrib>
   </contrib-group>
   <aff id="aff1">
    <institution>Iskenderun Technical University  </institution>
   </aff>
   <pub-date date-type="pub">
    <day>31</day>
    <month>12</month>
    <year>2018</year>
   </pub-date>
   <volume>3</volume>
   <fpage>1532</fpage>
   <lpage>1535</lpage>
   <permissions>
    <copyright-statement>© 2018 SET Technology</copyright-statement>
    <copyright-year>2018</copyright-year>
    <copyright-holder>SET Technology</copyright-holder>
    <license xlink:href="https://creativecommons.org/licenses/by/4.0/">
     <license-p>CC BY 4.0</license-p>
    </license>
   </permissions>
   <abstract>
    <p>In this study, the problem of dam break wave propagation over a dry bed in a horizontal rectangular channel was&#13;
investigated. Dam break event was represented by a sudden removal of the plate which has water on the upstream side. The&#13;
experiment was recorded by video cameras and water level variations at three different locations were obtained by image&#13;
processing techniques. Numerical results were obtained by using the free software called BASEMENT which was solved by&#13;
finite volume method of 1 dimensional shallow water equations and compared with experimental results. As the water level&#13;
changes obtained by both methods were examined, it was observed that the results were in good agreement.  </p>
   </abstract>
   <kwd-group xml:lang="en">
    <kwd>Dam-Break, Dry bed, Shallow Water Equations, Wave Propagation, Exact Rieman Solver</kwd>
   </kwd-group>
   <kwd-group xml:lang="en">
    <kwd>Dam-Break, Dry bed, Shallow Water Equations, Wave Propagation, Exact Rieman Solver</kwd>
   </kwd-group>
  </article-meta>
 </front>
 <back>
  <ref-list>
   <ref id="ref1">
    <mixed-citation>S. Kocaman, “Baraj yıkılması probleminin deneysel ve teorik incelenmesi,” Doktora tezi, Çukurova Üniversitesi, Fen Bilimleri Enst., Adana, 2007.</mixed-citation>
   </ref>
   <ref id="ref2">
    <mixed-citation>K. Dal, “Eğimli kanalda ardışık baraj yıkılmasının deneysel ve sayısal incelenmesi,” Yüksek lisans tezi, İskenderun Teknik Üniversitesi, Müh. ve Fen Bil. Enst., İskenderun, Hatay, 2018.</mixed-citation>
   </ref>
   <ref id="ref3">
    <mixed-citation>S. Kocaman and H. Ozmen-Cagatay, “Investigation of dam-break induced shock waves impact on a vertical wall,” Journal of Hydrology, vol. 525 pp. 1-12, Jun. 2015.</mixed-citation>
   </ref>
   <ref id="ref4">
    <mixed-citation>H. Ozmen-Cagatay and S.Kocaman. “Dam-break flows during initial stage using SWE and RANS approaches,” Journal of Hydraulic Research, vol. 48 pp. 603-611, Oct. 2010.</mixed-citation>
   </ref>
   <ref id="ref5">
    <mixed-citation>K. Dal and S. Kocaman, “Comparison of the experimental results with SPH method for sequential dam-break problem,” in Proc. 5th IAHR Europe Congress, 2018, paper 433.</mixed-citation>
   </ref>
   <ref id="ref6">
    <mixed-citation>S. Kocaman and H. Ozmen-Cagatay, The effect of lateral channel contraction on dam break flows: Laboratory experiment. ” Journal of Hydrology, vol. 432-433 pp. 145-153, Apr. 2012.</mixed-citation>
   </ref>
   <ref id="ref7">
    <mixed-citation>A. Yilmaz, K. Dal. M. Demirci and S. Kocaman, “Numerical Investigation of dam-break flow over a bottom obstacle using eulerian finite element method,”. International Journal of Advanced Engineering Research and Science, vol. 4 pp 201-208, Dec. 2017.</mixed-citation>
   </ref>
   <ref id="ref8">
    <mixed-citation>S. Kocaman, K. Dal and S. Evangelista, “Validation of dam break flood wave propagation on trapezoidal contraction in rectangular channel using hll riemann solver”, in Proc. International Advanced Researches &amp; Engineering Congress, 2017.</mixed-citation>
   </ref>
   <ref id="ref9">
    <mixed-citation>R. Faeh., R. Mueller, P. Rousselot, R. Veprek, D.Vetsch, C. Volz, L. Vonwiller and D. Farshi (2017) Basic simulation environment for computation of environmental flow and natural hazard simulation,. VAW, ETH Zurich. [online]. Available: http://www.basement.ethz.ch</mixed-citation>
   </ref>
  </ref-list>
 </back>
</article>
