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  <titleInfo>
    <title>Rating curve of flood hydrograph with downstream tide</title>
  </titleInfo>
  <name type="personal">
    <namePart>Luo, Ching-ruey</namePart>
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      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
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  </name>
  <name type="personal">
    <namePart>Suphat Vongvisessomjai</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Tawatchai Tingsanchali</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
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  </name>
  <name type="personal">
    <namePart>Nielsen, Steen Asger</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>Taiwan Provincial Government,  Chinese Taipei</namePart>
    <role>
      <roleTerm type="text">Scholarship Donor</roleTerm>
    </role>
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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>1988</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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    <extent>154 p.</extent>
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  <abstract>For a steady flow, the .rating curve is unique for a  nonerodable section where the flow is uniform, but it is a loop for an erodible section when the flow is nonuniform.  unsteady flow, the rating curve does exist, but it is  complicated, i.e. relationship between water level and  velocity effected by flood hydrograph or tide.  more  flow  A more general relationship between water level and flow  velocity (or discharge) with flood hydrograph from upstream and  tide from downstream for time-dependent is derived analytically  from diffusion equation and continuity equation. The upstream  and downstream boundary conditions are expressed in terms of  harmonic functions rather than a step function. The analytical  solutions are compared with the numerical results obtained by  using finite . difference model with implicit scheme based on the  complete Sanit-Venant equations for unste"dy flow in open  channel.  It is found from the study that: the peak flow times at  different locations are shifted due to the kinematic wave  velocity; therefore, the rating curves at different locations are  spread, not complete a loop like peacock tail feather. The  rating curves for the subcritical flows are below the line of Y*  = q*, and h~ supercritical flow rating curves are above y* = q*.  The dime1:si0nless amplitude due to downstream tide is still a  function of time not only function of position. The comparison  between the analytical results and numerical results are in good  agreement, not only for the weighting factor, Pt = 0.70, but also  for Pt = 0.50. This analytical model can be used without any  sophisicated computing machine; in fact, a simple desk  calculator and a table of error function are sufficient in  carrying out the computation based on the analytical solution. </abstract>
  <note> A thesis submitted in partial fulfilment of the requirement for the degree of Master of Engineering, School of Engineering and Technology</note>
  <note>Thesis (M.Eng.) - Asian Institute of Technology, 1988</note>
  <subject authority="lcsh">
    <topic>Hydraulics</topic>
    <topic>Graphic methods</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. WA-88-9</title>
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  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B18857</identifier>
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