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  <titleInfo>
    <title>Estimation of groundwater recharge based on rainfall-runoff modelling</title>
  </titleInfo>
  <name type="personal">
    <namePart>Adhikary, Sanjaya</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Gupta, Joyti</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Paudyal, Guna Nidhi</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Huynh, Ngoc Phien</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>The Government of Norway</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>1991</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
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    <extent>123 p.</extent>
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  <abstract>Groundwater recharge is an "unseen" element of the  hydrological cycle. As it is out of sight, it is frequently out of  mind, especially to the layman. However, its occurrence . and  hydrological significance cannot be ignored by hydrologists and  water resources planners. The main purpose of this study is to  investigate the groundwater recharge estimation capacity of the NAM  (a conceptual, deterministic, rainfall runoff model) by simulating  rainfall, runoff and groundwater level values for two typical river  basins of Nepal.  Concurrent data of daily rainfall and runoff and monthly  evaporation and groundwater level values are used for rainfall  runoff and groundwater recharge analyses. Final values of the NAM  model parameters are optimized by trial and error technique using  the observed and simulated runoff and groundwater level  hydrographs, including the statistical criteria of fitness.  In the case of the Bagmati river basin, the model is  calibrated both with runoff and groundwater level and the  performance of the model is found to be very good. In the Kankai  river basin, however, due to lack of groundwater level data, model  is calibrated with runoff only and the model performance can be  said to be satisfactory.  The groundwater recharge simulated by the NAM is verified with  the recharge obtained from the Water Balance Model . It is found  that the prospects of the applicability of the NAM Model to  estimate groundwater recharge is promising and the model,  inevitably, serves as a good engineering tool for water resources  investigations in small catchments.</abstract>
  <note>A thesis submitted in partial fulfilment of the requirements for  the degree of Master of Engineering, School of Engineering and Technology</note>
  <note>Thesis (M.Eng.) - Asian Institute of Technology, 1991</note>
  <subject authority="lcsh">
    <topic>Water, Underground</topic>
    <topic>Artificial recharge</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Runoff</topic>
    <topic>Mathematical models</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. WA-91-1</title>
    </titleInfo>
    <name type="corporate">
      <namePart>Asian Institute of Technology.</namePart>
      <namePart/>
    </name>
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  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B17737</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B17737</url>
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    <recordCreationDate encoding="marc">150698</recordCreationDate>
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