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  <titleInfo>
    <title>Warrants for signal coordination</title>
  </titleInfo>
  <name type="personal">
    <namePart>Sophon Wathanaoran</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Jones, John Hugh</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Andreassend, David C.</namePart>
    <role>
      <roleTerm type="text">Co-Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Marler, Nicholas W.</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>Government of Thailand</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>1978</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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    <extent>128 p.</extent>
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  <abstract>This study is aimed at the determination of the conditions under which the coordination of signals are warranted. Robertson's platoon dispersion model was used in a simulation exercise to study the behaviour  of a platoon movement between two intersections and through several intersections. The study was made by varying the general f actors of traffic flow, such as the discharge rates, cycle lengths, green splits,  speeds, signal spacings, and offsets. These were fed into the computer as data. A simple relationship of flow, the average speed of vehicles in the platoon, and the distance to second intersection was found for  the case of coordination of two intersections. The warrant for  coordination of two intersections was, then, established from this relationship, and has the form of:  The warrant flow  = Kd  ,  veh/h (through traffic)          V where    Kd   = constant for a particular distance to the  second intersection and for a specified acceptable percentage of flow passing the second intersection, veh-km/h2       V   =  average speed of vehicles in the platoon, km/h.   For coordination of several intersections, each pair of intersections should satisfy the warrant for coordination of two intersections. A route in Bangkok was selected as an illustration. The present level of sophistication of equipment for signal coordination was studied.</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, 1978</note>
  <subject authority="lcsh">
    <topic>Traffic signs and signals</topic>
    <geographic>Thailand</geographic>
    <geographic>Bangkok</geographic>
  </subject>
  <subject authority="lcsh">
    <topic>Traffic engineering</topic>
    <geographic>Thailand</geographic>
    <geographic>Bangkok</geographic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. 1269</title>
    </titleInfo>
    <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=B22883</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B22883</url>
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    <recordCreationDate encoding="marc">250398</recordCreationDate>
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