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        <identifier>oai:www.ideals.illinois.edu:2142/50551</identifier>
        <datestamp>2023-07-11</datestamp>
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        <thesis xmlns="http://www.ndltd.org/standards/metadata/etdms/1.1/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:dc="http://purl.org/dc/elements/1.1/" xsi:schemaLocation="http://www.ndltd.org/standards/metadata/etdms/1.1/ http://www.ndltd.org/standards/metadata/etdms/1.1/etdms11.xsd http://purl.org/dc/elements/1.1/ http://www.ndltd.org/standards/metadata/etdms/1.1/etdmsdc.xsd">
          <dc:contributor>Garcia, Marcelo H.</dc:contributor>
          <dc:creator>Berastegui-Vidalle, Sarah</dc:creator>
          <dc:date>2014-09-16T17:23:46Z</dc:date>
          <dc:date>2014-09-16T17:23:46Z</dc:date>
          <dc:date>2014-08</dc:date>
          <dc:date>2014-09-16</dc:date>
          <dc:date>2014-08</dc:date>
          <dc:description>The main focus of this thesis has been to apply and to develop the storage
routing model. The storage routing model is a method of hydraulic numer-
ical calculation. It is based on the Saint-Venant equations and works under
the quasi steady dynamic wave assumption. It  rst creates HPGs and VPGs
(respectively upstream water surface elevation and storage as function of the
discharge and the downstream water surface elevation) and uses the inter-
polations of these graphs at each step of the calculation. This model has
been developed for systems composed of circular conduits. In this thesis, at
 rst the accuracy of the model has been checked for systems with circular
pipes, the Wallingford research station and some theoretical models from
Matthew A. Hoys thesis [1]. Then the model has been adapted to river sys-
tems that include non-prismatic channels with input HPGs/VPGs and has
been applied to the Belo Monte canal and the Main Stem Chicago river.
The comparison with  eld data or with other models results is satisfying, the
error (max(abs((xmodel-xdata)/xdata))) is less than 10 % in all the cases.
In the last part, a study is made on how the spacing used for the numerical
calculation criteria can a ect the accuracy.</dc:description>
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          <dc:identifier>http://hdl.handle.net/2142/50551</dc:identifier>
          <dc:language>en</dc:language>
          <dc:rights>Copyright 2014 Sarah Berastegui-Vidalle</dc:rights>
          <dc:subject>hydraulics</dc:subject>
          <dc:subject>Saint-Venant</dc:subject>
          <dc:subject>Storage Routing Model</dc:subject>
          <dc:subject>Numerical modeling</dc:subject>
          <dc:title>Application and enhancement of the SRM model</dc:title>
          <dc:type>text</dc:type>
          <degree>
            <department>Civil &amp; Environmental Eng</department>
            <departmentCode>1251</departmentCode>
            <discipline>Environ Engr in Civil Engr</discipline>
            <disciplineCode>0231</disciplineCode>
            <grantor>University of Illinois at Urbana-Champaign</grantor>
            <level>Thesis</level>
            <name>M.S.</name>
            <program>MS:Env Engr  Civil Engr -UIUC</program>
            <programCode>10KS0231MS</programCode>
          </degree>
        </thesis>
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