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  <titleInfo>
    <title>Crenulate shaped bays</title>
  </titleInfo>
  <name type="personal">
    <namePart>Ho, Siew Koon</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Shi-igai, Hiroyoshi</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>K. Edward</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
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  </name>
  <name type="personal">
    <namePart>Ackermann, Norbert L.</namePart>
    <role>
      <roleTerm type="text">Examintion Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Arbhabhirama Anat</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart> Asian Institute of Technology</namePart>
    <role>
      <roleTerm type="text">Scholarship Donor</roleTerm>
    </role>
  </name>
  <typeOfResource>text</typeOfResource>
  <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>1971</dateIssued>
    <issuance>monographic</issuance>
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  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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    <extent>100 p.</extent>
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  <abstract>Where headlands are spaced along a sedimentary coast, the shoreline  between the headlands will assume a crenulate shape if the most persistent  or predominant waves have a resultant direction which is oblique to the  headland alignment. Finally a shape is reached which is in equilibrium  with the waves. This occurs when the incoming waves break simultaneously  around the periphery and there is no further longshore drift.  The eventual development of such an equilibrium shaped bay was  studied by means of a model in which wave directions and heights were  the sole variables. Thus the wave period, water depth, beach height and  sedimentary material were the same throughout. The equilibrium shape of  the bays, developed from an initially straight line to the fully stable  state, was measured for various wave directions and heights. The curved  portion of the shapes of the equilibrium coastline was then analysed  by fitting the log-spiral curve.  A typical prototype bay in fully developed condition, derived from  investigations of hydrographic charts, was then analysed by computer  to verify that diffraction and refraction combined to form the log spiral portion of the coastline.</abstract>
  <note>A thesis submitted in partial fulfillment of the requirements for the Degree of master of Engineering of the Asian Institute of Technology, Bangkok, Thailand.</note>
  <note>Thesis (M. Eng.) - Asian Institute of Technology, 1971</note>
  <subject authority="lcsh">
    <topic>Coast changes</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. 346</title>
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    <name type="corporate">
      <namePart>Asian Institute of Technology.</namePart>
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    </name>
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  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B24443</identifier>
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