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  <titleInfo>
    <title>Flood forecasting using hydrologic and hydrodynamic modeling</title>
    <subTitle>a case of Kosi River Basin, Nepal and India</subTitle>
  </titleInfo>
  <name type="personal">
    <namePart>Sandilya, Sneha</namePart>
    <role>
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  <name type="personal">
    <namePart>Somchai Chonwattana</namePart>
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  <name type="personal">
    <namePart>Paudyal, Guna Nidhi</namePart>
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  <name type="personal">
    <namePart>Shrestha, Sangam</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Babel, Mukand Singh</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>AIT Fellowship</namePart>
    <role>
      <roleTerm type="text">Scholarship donor</roleTerm>
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  <typeOfResource>text</typeOfResource>
  <genre authority="marc">series</genre>
  <genre authority="marc">technical report</genre>
  <originInfo>
    <place>
      <placeTerm type="code" authority="marccountry">th</placeTerm>
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    <place>
      <placeTerm type="text">Pathum Thani, Thailand</placeTerm>
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    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>2015</dateIssued>
    <issuance>continuing</issuance>
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  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <extent>66 leaves : ill. (some col.)</extent>
  </physicalDescription>
  <abstract>Floods  have  become  more  frequ ent  and  devastating  disaster  in  recent  times. Bihar  is  India's  most  flood - prone State, with 76% of the population in the north living under the recurring threat of flood  devastation.  T raditional  efforts  at  flood  management  have  focused  on  structural measur es ,  such  as  the  buil ding  of  a  system  of  embankments,  but  the  threat  of  floods  remains  as  high  as  ever  to  the  economy and livelihoods in Bihar. The  Kosi River is one of the premier tributaries of the Ganges.  In this  study th e basin wide approach for Kosi  R iver is used to achi eve better forecasting results and  lead  time.  The  upper  catchment  of  Kosi lying  in  Nepal  is  divided  into  3  sub  catchments  (  Arun,  Tamor and Sun k osi ) with a common outlet point  Chatra and rainfall runoff Modeling approach using  MIKE 11  NAM models is used to simulate the Discharge at  Chatra .  The Model results show about  80 to 90% co rrelation between observed and s imulated values. The downstre am of  Kosi basin lying  in  Bihar i s  Jackated  with  embankments  in  late 1950{u2019}s and  Kosi Barrage  was  constructed  53  Km.  downstream to  Chatra to channelize its flow Because of its peculiar nature of changing morphology.  Hydrodynamic  Modeling  approach  is  used  with  MIKE  11  HD  models  to  simulate  the  flow  of  the  river  from  Chatra to  Kursela  (last  forecasting  s tation).  Several  analysis  such  as  the  difference  in  discharge between  Chatra and  Kosi Barrage and effect of rainfall in Nepal and water level at Basua  is also done. The inflow from Bagmati is also considered for Model Calibration at Baltara. Flood  forecas ting  with  a  lead  time  of  72  hours  (3  days)  is  done  using  forecasted  rainfall  data from  RIMES.  The  data assimilation  (DA)  technique  is  used  in  forecasting  of  flood  in  this  Rese arch  and  the forecasting result is taken for  7 days in the Month of July, 2013 at Baltara station. The coefficient  of correlation varies from 75 to 85% for the forecast.</abstract>
  <note>A thesis report submitted in partial fulfillment of the requirements for the  Degree of Master of Engineering in Water Engineering and Management</note>
  <note>Thesis (M.Eng.) - Asian Institute of Technology, 2015</note>
  <subject authority="lcsh">
    <topic>Flood forecasting</topic>
    <geographic>Kosi River Basin (Nepal and India)</geographic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. WM-15-05</title>
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      <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=B04395 </identifier>
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