<?xml version="1.0" encoding="UTF-8"?>
<collection xmlns="http://www.loc.gov/MARC21/slim">
<record>
  <controlfield tag="001">130972</controlfield>
  <controlfield tag="005">20240202151703.0</controlfield>
  <datafield tag="024" ind1="7" ind2=" ">
    <subfield code="2">doi</subfield>
    <subfield code="a">10.2166/hydro.2020.027</subfield>
  </datafield>
  <datafield tag="024" ind1="8" ind2=" ">
    <subfield code="2">sideral</subfield>
    <subfield code="a">120634</subfield>
  </datafield>
  <datafield tag="037" ind1=" " ind2=" ">
    <subfield code="a">ART-2020-120634</subfield>
  </datafield>
  <datafield tag="041" ind1=" " ind2=" ">
    <subfield code="a">eng</subfield>
  </datafield>
  <datafield tag="100" ind1=" " ind2=" ">
    <subfield code="a">Martínez-Aranda, S.</subfield>
    <subfield code="u">Universidad de Zaragoza</subfield>
    <subfield code="0">(orcid)0000-0003-4673-9073</subfield>
  </datafield>
  <datafield tag="245" ind1=" " ind2=" ">
    <subfield code="a">A robust two-dimensional model for highly sediment-laden unsteady flows of variable density over movable beds</subfield>
  </datafield>
  <datafield tag="260" ind1=" " ind2=" ">
    <subfield code="c">2020</subfield>
  </datafield>
  <datafield tag="520" ind1="3" ind2=" ">
    <subfield code="a">In this work, a novel 2D depth-integrated numerical model for highly sediment-laden shallow flows over non-uniform erodible beds is presented, including variable density and exchange between the bed layer and the water-sediment mixture flow. The system of equations is formed by the 2D conservation equations for the mass and momentum of the mixture, the mass conservation equation for the different sediment size-classes transported in the flow and the bed evolution equation. The depth-averaged mixture density varies according to the volumetric concentration of the different sediment size-classes that can be incorporated from the bed to the flow and transported as suspended materials. The rheological behaviour of the flow is directly controlled by the properties of the mixture. A new x-split augmented Roe (xA-Roe) scheme is derived to solve the coupled flow and suspended solid-phase equations in both structured and unstructured meshes. The numerical scheme is defined to properly include density variations and momentum source terms, retaining a well-balanced flux formulation in steady states and the correct treatment of the wet-dry fronts. The numerical scheme is assessed with steady and transient cases involving highly sediment-laden flows, demonstrating its accuracy, stability and robustness in the presence of complex bed topography, wetting-drying fronts and rapid morphological changes.</subfield>
  </datafield>
  <datafield tag="506" ind1="0" ind2=" ">
    <subfield code="a">Access copy available to the general public</subfield>
    <subfield code="f">Unrestricted</subfield>
  </datafield>
  <datafield tag="536" ind1=" " ind2=" ">
    <subfield code="9">info:eu-repo/grantAgreement/ES/MICINN-FEDER/PGC2018-094341-B-I00</subfield>
  </datafield>
  <datafield tag="540" ind1=" " ind2=" ">
    <subfield code="9">info:eu-repo/semantics/openAccess</subfield>
    <subfield code="a">by-nc-nd</subfield>
    <subfield code="u">http://creativecommons.org/licenses/by-nc-nd/3.0/es/</subfield>
  </datafield>
  <datafield tag="590" ind1=" " ind2=" ">
    <subfield code="a">2.376</subfield>
    <subfield code="b">2020</subfield>
  </datafield>
  <datafield tag="591" ind1=" " ind2=" ">
    <subfield code="a">COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS</subfield>
    <subfield code="b">68 / 111 = 0.613</subfield>
    <subfield code="c">2020</subfield>
    <subfield code="d">Q3</subfield>
    <subfield code="e">T2</subfield>
  </datafield>
  <datafield tag="591" ind1=" " ind2=" ">
    <subfield code="a">WATER RESOURCES</subfield>
    <subfield code="b">59 / 97 = 0.608</subfield>
    <subfield code="c">2020</subfield>
    <subfield code="d">Q3</subfield>
    <subfield code="e">T2</subfield>
  </datafield>
  <datafield tag="591" ind1=" " ind2=" ">
    <subfield code="a">ENVIRONMENTAL SCIENCES</subfield>
    <subfield code="b">182 / 273 = 0.667</subfield>
    <subfield code="c">2020</subfield>
    <subfield code="d">Q3</subfield>
    <subfield code="e">T3</subfield>
  </datafield>
  <datafield tag="591" ind1=" " ind2=" ">
    <subfield code="a">ENGINEERING, CIVIL</subfield>
    <subfield code="b">72 / 136 = 0.529</subfield>
    <subfield code="c">2020</subfield>
    <subfield code="d">Q3</subfield>
    <subfield code="e">T2</subfield>
  </datafield>
  <datafield tag="592" ind1=" " ind2=" ">
    <subfield code="a">0.654</subfield>
    <subfield code="b">2020</subfield>
  </datafield>
  <datafield tag="593" ind1=" " ind2=" ">
    <subfield code="a">Atmospheric Science</subfield>
    <subfield code="c">2020</subfield>
    <subfield code="d">Q2</subfield>
  </datafield>
  <datafield tag="593" ind1=" " ind2=" ">
    <subfield code="a">Water Science and Technology</subfield>
    <subfield code="c">2020</subfield>
    <subfield code="d">Q2</subfield>
  </datafield>
  <datafield tag="593" ind1=" " ind2=" ">
    <subfield code="a">Geotechnical Engineering and Engineering Geology</subfield>
    <subfield code="c">2020</subfield>
    <subfield code="d">Q2</subfield>
  </datafield>
  <datafield tag="593" ind1=" " ind2=" ">
    <subfield code="a">Civil and Structural Engineering</subfield>
    <subfield code="c">2020</subfield>
    <subfield code="d">Q2</subfield>
  </datafield>
  <datafield tag="655" ind1=" " ind2="4">
    <subfield code="a">info:eu-repo/semantics/article</subfield>
    <subfield code="v">info:eu-repo/semantics/acceptedVersion</subfield>
  </datafield>
  <datafield tag="700" ind1=" " ind2=" ">
    <subfield code="a">Murillo, J.</subfield>
    <subfield code="u">Universidad de Zaragoza</subfield>
    <subfield code="0">(orcid)0000-0002-1386-5543</subfield>
  </datafield>
  <datafield tag="700" ind1=" " ind2=" ">
    <subfield code="a">García-Navarro, P.</subfield>
    <subfield code="u">Universidad de Zaragoza</subfield>
    <subfield code="0">(orcid)0000-0001-8674-1042</subfield>
  </datafield>
  <datafield tag="710" ind1="2" ind2=" ">
    <subfield code="1">5001</subfield>
    <subfield code="2">600</subfield>
    <subfield code="a">Universidad de Zaragoza</subfield>
    <subfield code="b">Dpto. Ciencia Tecnol.Mater.Fl.</subfield>
    <subfield code="c">Área Mecánica de Fluidos</subfield>
  </datafield>
  <datafield tag="773" ind1=" " ind2=" ">
    <subfield code="g">22, 5 (2020), 1138-1160</subfield>
    <subfield code="p">J. hydroinform.</subfield>
    <subfield code="t">JOURNAL OF HYDROINFORMATICS</subfield>
    <subfield code="x">1464-7141</subfield>
  </datafield>
  <datafield tag="856" ind1="4" ind2=" ">
    <subfield code="s">4332477</subfield>
    <subfield code="u">http://zaguan.unizar.es/record/130972/files/texto_completo.pdf</subfield>
    <subfield code="y">Postprint</subfield>
  </datafield>
  <datafield tag="856" ind1="4" ind2=" ">
    <subfield code="s">2346811</subfield>
    <subfield code="u">http://zaguan.unizar.es/record/130972/files/texto_completo.jpg?subformat=icon</subfield>
    <subfield code="x">icon</subfield>
    <subfield code="y">Postprint</subfield>
  </datafield>
  <datafield tag="909" ind1="C" ind2="O">
    <subfield code="o">oai:zaguan.unizar.es:130972</subfield>
    <subfield code="p">articulos</subfield>
    <subfield code="p">driver</subfield>
  </datafield>
  <datafield tag="951" ind1=" " ind2=" ">
    <subfield code="a">2024-02-02-14:50:20</subfield>
  </datafield>
  <datafield tag="980" ind1=" " ind2=" ">
    <subfield code="a">ARTICLE</subfield>
  </datafield>
</record>
</collection>