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  <titleInfo>
    <title>Design and analysis of piping system for an open channel flume’s flow</title>
  </titleInfo>
  <name type="personal">
    <namePart>Hamdi Abdullah Mohammed Mudhsh</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <typeOfResource manuscript="yes">text</typeOfResource>
  <genre authority="marc">theses</genre>
  <originInfo>
    <place>
      <placeTerm type="code" authority="marccountry">my</placeTerm>
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    <place>
      <placeTerm type="text">Kuantan, Pahang</placeTerm>
    </place>
    <publisher>UMP</publisher>
    <dateIssued>2013</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <form authority="marcform">print</form>
    <extent>xiv, 60 p. : ill. (some col.) ; 30 cm. + 1 CD-ROM</extent>
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  <abstract>The increase on the usage of non-renewable energy has caused high demanding  on energy supplies. This demand is highly needed for the industrial, transportation,  domestic usage and etc. Shortage in the non-renewable energy had caused human to  find other alternatives to generate energy. Hence, this research is aim to develop a  flume, that later use to generate electricity. However, researcher only focuses on the  design and analysis of the piping system of the flume. The objectives of this research is  to design piping system of an open channel with less head losses and simulate it using  CFD for only single phase perform (not free service), to evaluate the pressure drop in  the pipes and to analyses and determine the head losses in the pipe. The instrument used  is Solid Work 2012 for technical drawing of the piping system and Computational Fluid  Dynamics (CFD) for simulation of the design and analysis. There are four designs of  piping system that had been produce which is Design A, Design B, Design C and  Design D, the properties measured for all four designs are pressure drop, percentage  pressure drop, head loss and velocity. Design A; average percentage of pressure drop is  40.2%, average head loss which is 2.7 m, velocity; inlet velocity is 8.84 m/s and  average outlet velocity is 8.75 m/s. Design B; average percentage of pressure drop is  53.6 %, average head loss which is 5.8 m, velocity; inlet velocity is 8.84 m/s and  average outlet velocity is 14.31 m/s. Design C; percentage of pressure drop is 38.4 %  ,head loss which is 4.4 m, velocity; inlet velocity is 8.84 m/s and outlet velocity is 11.76  m/s. Designs D; percentage of pressure drop is 30.7%, head loss which is 3.1 m,  velocity; inlet velocity is 8.84 m/s and outlet velocity is 12.03 m/s. The best design is  determined by less percentage of pressure drops, hence from the research findings  Design D is the best design since it has the less percentage of pressure drop.</abstract>
  <targetAudience authority="marctarget">specialized</targetAudience>
  <note type="statement of responsibility">Hamdi Abdullah Mohammed Mudhsh</note>
  <note>Project paper (Bachelor of Mechanical Engineering)-- Universiti Malaysia Pahang - 2013</note>
  <note>Bibliography : p. 46-47</note>
  <subject authority="lcsh">
    <topic>Flumes</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Renewable energy sources</topic>
  </subject>
  <identifier type="isbn">THE0006394(Local)</identifier>
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    <recordCreationDate encoding="marc">141121</recordCreationDate>
    <recordChangeDate encoding="iso8601">20251117113243.0</recordChangeDate>
    <recordIdentifier source="KUKTEM">vtls000083928</recordIdentifier>
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