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  <titleInfo>
    <title>Study on sediment characteristics and prediction of sediment load at Galing River</title>
  </titleInfo>
  <name type="personal">
    <namePart>Mohd Hafiz Shafiq Jilani</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
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  <genre authority="marc">theses</genre>
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    <dateIssued encoding="marc">2018</dateIssued>
    <copyrightDate encoding="marc">2018</copyrightDate>
    <issuance>monographic</issuance>
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  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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  <physicalDescription>
    <extent>xii, 61 pages : llustrations  ; 30 cm. + 1 CD-ROM</extent>
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  <abstract>A study on sediment was conducted at the various station in  Galing River. There were three secondary data and one new data that will used in this research.  Secondary data was consumed from three  different  days  in order to take the samples  which are 28/02/13, 13/03/13 and 27/03/13 and the latest data was conducted on 15/11/2017. This study was conducted to determine the sediment characteristic such as sediment concentration, size, density,  and  sediment  load  with  the  factors  influencing  sediment  transportation.  Four sampling stations were chosen, the first one with to data at upstream Galing River (Station 1  and  Station  4),  mid-stream  Galing  River  (Station  2)  and  downstream  Galing  River (Station 3). Parameter were collected at the station, such as river discharge values or flow rate, depth and wide of river and the density of the river. In this study, sediment grain size is acquired through sieve analysis. For sediment concentration (mg/L), it is measured by Total Suspended Solid (TSS). While, sediment load is calculated by using Duboy’s sediment  transport  function.  It  is  preferred  to  use  Duboy’s  as  all  samples  passed  this function's requirement compare than other function. Duboy’s function required median size (D50) and mean grain size (Dm). Overall, the findings of the study show that the sizes of sediment at Galing River based on Wentworth scale fall between (0.71 to 1.0mm) which  indicates  coarse  sand  type  and  has  one  sizes  between  (1mm  to  2mm)  which indicates  very  coarse  sand.  On  the  other  hand,  the  average  suspended  sediment concentration  recorded  for  each  station  shows  varying  values.  The  values  were 0.010mg/L at Station 1, 0.022mg/L at Station 2, 0.015mg/L at Station 3 and 0.034mg/L at Station 4. For sediment load, the values were the highest at the station between four different  days  at  Station  1,  Station  2,  Station  3  and  Station  4  were  0.8009  kg/sec-m, 0.8500kg/sec-m,  5.8442kg/sec-m  and  0.5222  kg/sec-m  respectively.  Lastly,  factors influencing sediment transportation at Galing River were identified where the factors are size of sediment, rainfall, vegetal covers, human's activities (effluent and garbage), river's hydraulic (flow rate), soil erosion and river's geometric (width and depth).</abstract>
  <targetAudience authority="marctarget">specialized</targetAudience>
  <note type="statement of responsibility">Mohd Hafiz Shafiq Jilani</note>
  <note>Faculty of Civil Engineering and Earth Resources</note>
  <note>Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2018</note>
  <note>Includes bibliographical references</note>
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      <namePart>Faculty of Civil Engineering and Earth Resources</namePart>
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    <topic>Dissertations</topic>
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    <topic>Universities and Colleges</topic>
    <topic>Dissertations</topic>
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  <subject authority="lcsh">
    <topic>Theses</topic>
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  <identifier type="isbn">THE0008315(Local)</identifier>
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    <recordCreationDate encoding="marc">191024</recordCreationDate>
    <recordChangeDate encoding="iso8601">20251125105413.0</recordChangeDate>
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      <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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