<?xml version="1.0" encoding="UTF-8"?>
<collection xmlns="http://www.loc.gov/MARC21/slim">
<record>
  <controlfield tag="001">129620</controlfield>
  <controlfield tag="005">20240104102231.0</controlfield>
  <datafield tag="024" ind1="7" ind2=" ">
    <subfield code="2">doi</subfield>
    <subfield code="a">10.2166/hydro.2020.025</subfield>
  </datafield>
  <datafield tag="024" ind1="8" ind2=" ">
    <subfield code="2">sideral</subfield>
    <subfield code="a">120364</subfield>
  </datafield>
  <datafield tag="037" ind1=" " ind2=" ">
    <subfield code="a">ART-2020-120364</subfield>
  </datafield>
  <datafield tag="041" ind1=" " ind2=" ">
    <subfield code="a">eng</subfield>
  </datafield>
  <datafield tag="100" ind1=" " ind2=" ">
    <subfield code="a">Fernandez Pato, Javier</subfield>
    <subfield code="u">Universidad de Zaragoza</subfield>
    <subfield code="0">(orcid)0000-0002-3635-6223</subfield>
  </datafield>
  <datafield tag="245" ind1=" " ind2=" ">
    <subfield code="a">Analysis of the performance of different culvert formulations in 2D shallow flow models</subfield>
  </datafield>
  <datafield tag="260" ind1=" " ind2=" ">
    <subfield code="c">2020</subfield>
  </datafield>
  <datafield tag="520" ind1="3" ind2=" ">
    <subfield code="a">Culverts allow roads to safely traverse small streams or drainage ditches, and their proper design is critical to ensure a safe and reliable transportation network. A correct modelization of these hydraulic structures becomes crucial in the assessment of flood footprints or discharge peak estimation in a risk evaluation plan. The question of how to include culverts comes up frequently when assembling a hydraulic model that requires the presence of as many singular elements as possible. In this work, three different culvert integrations with the surface domain are studied and compared in the context of a 2D shallow water (SW) model. All of them are based on the Federal Highway Administration (FHWA) formulation for the culvert discharge estimation but differ in complexity and in the interaction with the numerical model for surface flow, some of them as internal boundary conditions. Several steady and unsteady validation test cases are presented and the numerical results are compared with the predictions from HEC-RAS 1D and HY-8 software. The culvert area, shape and their sensitivity to the 2D computational mesh is also analyzed.</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/publishedVersion</subfield>
  </datafield>
  <datafield tag="700" ind1=" " ind2=" ">
    <subfield code="a">Martínez-Aranda, Sergio</subfield>
    <subfield code="u">Universidad de Zaragoza</subfield>
    <subfield code="0">(orcid)0000-0003-4673-9073</subfield>
  </datafield>
  <datafield tag="700" ind1=" " ind2=" ">
    <subfield code="a">Morales-Hernández, Mario</subfield>
    <subfield code="u">Universidad de Zaragoza</subfield>
    <subfield code="0">(orcid)0000-0001-6961-7250</subfield>
  </datafield>
  <datafield tag="700" ind1=" " ind2=" ">
    <subfield code="a">García-Navarro, Pilar</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), 1093-1121</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">2196202</subfield>
    <subfield code="u">http://zaguan.unizar.es/record/129620/files/texto_completo.pdf</subfield>
    <subfield code="y">Versión publicada</subfield>
  </datafield>
  <datafield tag="856" ind1="4" ind2=" ">
    <subfield code="s">2025398</subfield>
    <subfield code="u">http://zaguan.unizar.es/record/129620/files/texto_completo.jpg?subformat=icon</subfield>
    <subfield code="x">icon</subfield>
    <subfield code="y">Versión publicada</subfield>
  </datafield>
  <datafield tag="909" ind1="C" ind2="O">
    <subfield code="o">oai:zaguan.unizar.es:129620</subfield>
    <subfield code="p">articulos</subfield>
    <subfield code="p">driver</subfield>
  </datafield>
  <datafield tag="951" ind1=" " ind2=" ">
    <subfield code="a">2024-01-04-09:06:07</subfield>
  </datafield>
  <datafield tag="980" ind1=" " ind2=" ">
    <subfield code="a">ARTICLE</subfield>
  </datafield>
</record>
</collection>