<?xml version="1.0" encoding="UTF-8"?>
<mods xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns="http://www.loc.gov/mods/v3" version="3.1" xsi:schemaLocation="http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-1.xsd">
  <titleInfo>
    <title>Longshore circulation behind offshore breakwaters</title>
  </titleInfo>
  <name type="personal">
    <namePart>Devasiri, Mihirigamage Dharma Parakrama</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Overbeek, Henk Jen</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Le Huu Ti</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Prida Thimakorn</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>Government of the Federal Republic of Germany</namePart>
    <role>
      <roleTerm type="text">Scholarship Donor</roleTerm>
    </role>
  </name>
  <typeOfResource>text</typeOfResource>
  <originInfo>
    <place>
      <placeTerm type="code" authority="marccountry">th</placeTerm>
    </place>
    <place>
      <placeTerm type="text">Bangkok</placeTerm>
    </place>
    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>1980</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <form authority="marcform">print</form>
    <extent>viii, 71 p.</extent>
  </physicalDescription>
  <abstract>The circulation pattern in the vicinity of off-shore breakwaters  separated by a gap, is investigated experimentally for oblique incoming wave with sandy beach. The computed mass transport velocities in the absence of breakwaters and wave heights in the presence of breakwaters are compared with  the experimental values. The experiments were carried out with different lengths· of breakwaters for different wave characteristics. The observed flow velocities have the tendency to increase with the wave height and the wave  period. The ·main reason for the occurrence of the flow pattern is the wave height difference created by the diffraction of the incident wave and this flow pattern is strongly governed by the vortices formed at the tips of break waters. The shoreline changes are mainly due to the diffracted incoming wave  and this process is supported by the rip current generated flowing towards the breakwater.</abstract>
  <note>A thesis submitted in partial fulfillment of t he requirements for the degree of Master of Engineering, School of Engineering and Technology</note>
  <note>Thesis (M.Eng.) - Asian Institute of Technology, 1980</note>
  <subject authority="lcsh">
    <topic>Breakwaters</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. WA-79-22</title>
    </titleInfo>
    <name type="corporate">
      <namePart>Asian Institute of Technology.</namePart>
      <namePart/>
    </name>
  </relatedItem>
  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B22165</identifier>
  <location>
    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B22165</url>
  </location>
  <recordInfo>
    <recordCreationDate encoding="marc">130598</recordCreationDate>
    <recordChangeDate encoding="iso8601">20260818153730.0</recordChangeDate>
  </recordInfo>
</mods>
