<?xml version="1.0" encoding="utf-8"?>
<export-example>
  <doc>
    <id>22153</id>
    <completedYear/>
    <publishedYear>2018</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst/>
    <pageLast/>
    <pageNumber>2</pageNumber>
    <edition/>
    <issue/>
    <volume/>
    <type>conferenceobject</type>
    <publisherName/>
    <publisherPlace/>
    <creatingCorporation/>
    <contributingCorporation>University of Rennes</contributingCorporation>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>2018-08-02</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Zero-Inertia vs full shallow water equations: a comparison for rainfall-runoff modelling</title>
    <parentTitle language="eng">Computational Methods in Water Resources XXII (CMWR 2018), Bridging gaps between data, models, and predictions</parentTitle>
    <identifier type="url">https://www.irisa.fr/sage/jocelyne/CMWR2018/pdf/CMWR2018_paper_147.pdf</identifier>
    <enrichment key="BTU">an der BTU erstellt / created at BTU</enrichment>
    <author>
      <firstName>Daniel</firstName>
      <lastName>Caviedes-Voullième</lastName>
    </author>
    <submitter>
      <firstName>Uta</firstName>
      <lastName>Warstat</lastName>
    </submitter>
    <author>
      <firstName>Javier</firstName>
      <lastName>Fernández-Pato</lastName>
    </author>
    <author>
      <firstName>Christoph</firstName>
      <lastName>Hinz</lastName>
    </author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Shallow water equations</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Diffusive-wave equation</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>rainfall-runoff</value>
    </subject>
    <collection role="institutes" number="2406">FG Hydrologie</collection>
  </doc>
  <doc>
    <id>22780</id>
    <completedYear/>
    <publishedYear>2018</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>130</pageFirst>
    <pageLast>149</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume>121</volume>
    <type>articler</type>
    <publisherName/>
    <publisherPlace/>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>2018-11-27</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Towards transient experimental water surfaces: A new benchmark dataset for 2D shallow water solver</title>
    <abstract language="eng">In the past decade, shallow water solvers have dramatically improved both in terms of accuracy and computational power. New mathematical models and numerical schemes have been systematically verified against 1D exact solutions and laboratory experiments. Despite the two-dimensional nature of some of these benchmark tests, none of them reports complete 2D water depth fields, but only a few profiles are measured and reported in the best case. This work reports a new benchmarking dataset for validation of shallow water solvers, in which two-dimensional transient water depth measurements are available for complex steady and transient laboratory flume experiments, ranging from transcritical steady flow to dam-break flows around obstacles and complex beds. The transient water surface was measured using a commercial-grade RGB-D sensing device which allows to capture a succession of color-coded point clouds at a high frequency. These experimental measurements are compared with 2D shallow water simulations carried out with an extensively tested finite volume solver. Results asses the suitability of this dataset to perform as benchmark tests, identifying potential limitations of current and future models.</abstract>
    <parentTitle language="eng">Advances in Water Resources</parentTitle>
    <identifier type="doi">10.1016/j.advwatres.2018.08.013</identifier>
    <identifier type="issn">0309-1708</identifier>
    <identifier type="issn">1872-9657</identifier>
    <enrichment key="BTU">an der BTU erstellt / created at BTU</enrichment>
    <author>
      <firstName>Sergio</firstName>
      <lastName>Martı́nez-Aranda</lastName>
    </author>
    <submitter>
      <firstName>Uta</firstName>
      <lastName>Warstat</lastName>
    </submitter>
    <author>
      <firstName>Javier</firstName>
      <lastName>Fernández-Pato</lastName>
    </author>
    <author>
      <firstName>Daniel</firstName>
      <lastName>Caviedes-Voullième</lastName>
    </author>
    <author>
      <firstName>Ignacio</firstName>
      <lastName>García-Palacín</lastName>
    </author>
    <author>
      <firstName>Pilar</firstName>
      <lastName>García-Navarro</lastName>
    </author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Finite volumes</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Shallow water equations</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>3D-Sensing</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>RGB-D Sensor</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Transient free-surface flow</value>
    </subject>
    <collection role="institutes" number="2406">FG Hydrologie</collection>
  </doc>
</export-example>
