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        <identifier>oai:www.ideals.illinois.edu:2142/31050</identifier>
        <datestamp>2023-07-10</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>Fernandez, Roberto</dc:creator>
          <dc:date>2012-05-22T00:24:26Z</dc:date>
          <dc:date>2012-05-22T00:24:26Z</dc:date>
          <dc:date>2012-05</dc:date>
          <dc:date>2012-05-22T00:24:26Z</dc:date>
          <dc:date>2012-05</dc:date>
          <dc:description>The present work analyses the effect of different width-to-depth ratios on the
mean surface velocities of a Kinoshita meander bend. The characteristics
of flow in such a bend have been studied by Ancalle (2007) and Abad and
Garcia (2009a) for width-to-depth ratios equal to 2.4 and 4.0. The present
study extends that work and includes a higher width-to-depth ratio (equal
to 12.0) in addition to those already studied.
The main difference between previous studies and the current one is the technique
used to measure. Particle Tracking Velocimetry (PTV), a non-intrusive
technique, was adopted here to take the measurements. The technique allows
measuring in the Kinoshita flume for higher width-to-depth ratios than it is
feasible with the use of other techniques such as Acoustic Doppler Velocimeters
(ADVs).
The results obtained from the measurements are also used to validate a
2D depth-averaged rigid-lid model called STREMR (Bernard (1993)). The
model has an empirical correction for secondary flow which is evaluated in
light of the values obtained from the measurements. Results obtained with
the model are in good agreement with the measurements taken, showing that
STREMR is an adequate tool to model flows in bends even if they are not
shallow.
Measured and modeled values indicate that different width-to-depth ratios
have similar patterns but the secondary flow intensity is different in all of
them, thus modifying the time required for the core of high velocities to migrate
from the inner part of the bend to the outer part. Velocity turnover in
regions of low curvature happens at slightly different locations for the different
width-to-depth ratios suggesting that the secondary flow intensity plays a role in it.</dc:description>
          <dc:description>Item withdrawn by Mark Zulauf (zulauf@illinois.edu) on 2012-04-27T18:44:06Z
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          <dc:identifier>http://hdl.handle.net/2142/31050</dc:identifier>
          <dc:language>en</dc:language>
          <dc:rights>2012 Roberto Fernandez Arrieta</dc:rights>
          <dc:subject>width-to-depth</dc:subject>
          <dc:subject>Kinoshita</dc:subject>
          <dc:subject>meander</dc:subject>
          <dc:subject>secondary flow</dc:subject>
          <dc:title>Effect of width-to-depth ratio on the mean flow velocities for a Kinoshita meander bend</dc:title>
          <dc:type>text</dc:type>
          <degree>
            <department>Civil &amp; Environmental Eng</department>
            <departmentCode>1251</departmentCode>
            <discipline>Civil Engineering</discipline>
            <disciplineCode>0106</disciplineCode>
            <grantor>University of Illinois at Urbana-Champaign</grantor>
            <level>Thesis</level>
            <name>M.S.</name>
            <program>PHD:Civil Engineering -UIUC</program>
            <programCode>10KS0106PHD</programCode>
          </degree>
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