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  <titleInfo>
    <title>Calculation of energy dissipation due to an abrupt bed drop in an open channel</title>
  </titleInfo>
  <name type="personal">
    <namePart>Gao Jiacai</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Tawatchai Tingsanchali</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Suphat Vongvisessomjai</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Tanaka, Hitoshi</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Tran Thuc</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>Government of Denmark</namePart>
    <role>
      <roleTerm type="text">Scholarship Donor</roleTerm>
    </role>
  </name>
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  <originInfo>
    <place>
      <placeTerm type="code" authority="marccountry">th</placeTerm>
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    <place>
      <placeTerm type="text">Bangkok</placeTerm>
    </place>
    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>1992</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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    <extent>118 leaves</extent>
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  <abstract>Flow energy dissipation due to an abrupt bed drop was previously studied extensively on a  macroscopic scale, either by a one-dimensional (1-D) analysis or by experimental measurement.  The macroscopic aspect of the flow phenomena and energy dissipation is well understood while the  microscopic aspect has not been revealed clearly.  A two-dimensional (2-D) hydrodynamic model in the vertical plane with the standard k - e  turbulence model closure (VEST model) is used to compute the temporal mean flow parameters  and turbulence characteristics of the flow through an abrupt bed drop in a microscopic scale. The  numerical results are compared with the available experimental measurements. It is found that the  model can predict the velocities accurately and can predict the turbulence characteristics reasonably  well. The spatial distribution of the flow energy dissipation is computed along the longitudinal  distance and a good agreement between the computed results and the previous experimental data is  obtained. The effects of the inlet Froude number, the relative step height and the downstream end  water level on the energy dissipation are examined. The computed energy dissipation is compared  with those obtained by the classical 1-D analysis. The deviations of 1-D results from the 2-D model  results are quantitatively evaluated.  Sensitivity analysis are performed to investigate the effects of the k - e model constants, the  upstream boundary conditions of the inlet velocity and the k and e turbulence characteristics, and  the effects of the water surface boundary condition on the computed flow conditions and on the  flow energy dissipation.</abstract>
  <note>A thesis submitted in partial fulfillment of the requirements for the degree of Master of  Engineering, School of Engineering and Technology</note>
  <note>Thesis (M.Eng.) - Asian Institute of Technology, 1992</note>
  <subject authority="lcsh">
    <topic>Hydrodynamics</topic>
    <topic>Mathematical models</topic>
  </subject>
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      <title>Thesis ; no. WA-92-8</title>
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      <namePart>Asian Institute of Technology.</namePart>
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  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B17255</identifier>
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