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  <titleInfo>
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    <title>study of compound weirs</title>
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  <name type="personal">
    <namePart>Abbas, Muhammad Akhtar</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
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  <name type="personal">
    <namePart>Wang, Tsan-Wen</namePart>
    <role>
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  </name>
  <name type="personal">
    <namePart>Prida Thimakorn</namePart>
    <role>
      <roleTerm type="text">Co-Chairperson</roleTerm>
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  </name>
  <name type="personal">
    <namePart>Bogardi, Janos J.</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Preecha Kamronrithisorn</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>The Government of France</namePart>
    <role>
      <roleTerm type="text">Scholarship Donor</roleTerm>
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  <originInfo>
    <place>
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    <place>
      <placeTerm type="text">Bangkok</placeTerm>
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    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>1987</dateIssued>
    <issuance>monographic</issuance>
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  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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    <extent>135 p.</extent>
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  <abstract>Parshall flume, standard rectangular weir, and 90° V-notch weir are  commonly used as flow measurement devices. All of them show good applicability within a limited range of discharge to be measured. However,  in a small watershed area when the rainfall is not uniformly distributed,  heavy rainfall in wet season and the low flow during the dry season, ensures considerable fluctuation of the discharges. The existing devices  are not appropriate for the flow measurement under such conditions. In  such areas, the compound weir is needed for this purpose . The necessity  of having accurate information on the performance characteristics of  compound weirs has focused attention to study its behaviour under free  overfall conditions.  A theory is outlined which helps to explain the flow over compound  weirs, whose application is shown to be reasonably justified in the  present context. Experiments on twelve weirs of three sets are shown to  confirm the trends predicted by the theory.  A discharge equation of the form Q = K.Hn is formulated, where Q is  discharge, K is dimensional constant of proportionality, H is measured  head, and n is hydraulic exponent . Such a definitive and unique relationship offers a practical basis for the measurement of discharge in  open channels. An accurate method for determining the discharge coefficients is presented and the coefficients are determined for each of the  compound weirs. The limits of validity of the results are investigated.  The summary of the results is presented in graphic and tabular forms.  Finally, sensitivity analysis, by varying the discharge coefficients  has been carried out to help identifying the potential importance of  these parameters. A comparison of the theoretically determined solution  with observations indicates a fair agreement, and allows a simple prediction of all pertinent flow characteristics.</abstract>
  <note>A thesis study 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, 1987</note>
  <subject authority="lcsh">
    <topic>Weirs</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. WA-87-1</title>
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  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B19395</identifier>
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