April 1, 2021 Thesis Open Access

ABDUREZAK ARAGE HAMZA

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  <identifier identifierType="DOI">10.20372/nadre:2548</identifier>
  <creators>
    <creator>
      <creatorName>ABDUREZAK ARAGE HAMZA</creatorName>
    </creator>
  </creators>
  <titles>
    <title>ASSESSMENT OF WATER RESOURCE AND FORECASTING WATER DEMAND USING WEAP MODEL IN BELES RIVER, ABAY RIVER BASIN, ETHIOPIA</title>
  </titles>
  <publisher>Zenodo</publisher>
  <publicationYear>2021</publicationYear>
  <dates>
    <date dateType="Issued">2021-04-01</date>
  </dates>
  <resourceType resourceTypeGeneral="Text">Thesis</resourceType>
  <alternateIdentifiers>
    <alternateIdentifier alternateIdentifierType="url">https://nadre.ethernet.edu.et/record/2548</alternateIdentifier>
  </alternateIdentifiers>
  <relatedIdentifiers>
    <relatedIdentifier relatedIdentifierType="DOI" relationType="IsVersionOf">10.20372/nadre:2547</relatedIdentifier>
    <relatedIdentifier relatedIdentifierType="URL" relationType="IsPartOf">https://nadre.ethernet.edu.et/communities/aastu</relatedIdentifier>
    <relatedIdentifier relatedIdentifierType="URL" relationType="IsPartOf">https://nadre.ethernet.edu.et/communities/zenodo</relatedIdentifier>
  </relatedIdentifiers>
  <rightsList>
    <rights rightsURI="http://www.opendefinition.org/licenses/cc-by">Creative Commons Attribution</rights>
    <rights rightsURI="info:eu-repo/semantics/openAccess">Open Access</rights>
  </rightsList>
  <descriptions>
    <description descriptionType="Abstract">&lt;p&gt;As water is vital for life, analysis of water supply and demand in the basin is necessary.&lt;br&gt;
This will enable to formulate water allocation strategies and allocation principles for&lt;br&gt;
present and future planning. In this paper assessment of water supply and demands was&lt;br&gt;
modeled using the Water Evaluation and Planning model. The parameter Estimation Tool&lt;br&gt;
was used to calibrate and validate the model. Future water demand was estimated using&lt;br&gt;
four different scenarios namely Scenario-I: high population growth, Scenario-II: Dangur&lt;br&gt;
hydropower, Scenario-III: Expansion of irrigation activities and Industries in Beles&lt;br&gt;
basin, and Scenario-IV: combination of scenario-I, scenario-II and scenario-III&lt;br&gt;
Simultaneously. According to the result obtained from the model, the total estimated&lt;br&gt;
mean annual surface runoff that leaves the basin is 5858.6 MCM, the estimated mean&lt;br&gt;
annual actual evapotranspiration is 10017.13 MCM, the estimated mean annual&lt;br&gt;
precipitation is 17525.33 MCM, mean annual interflow is 962.37 MCM, mean annual&lt;br&gt;
Base flow is 480.82 MCM, and mean annual flow to groundwater is 206.40 MCM. Total&lt;br&gt;
available annual streamflow including the Tana-Beles hydropower scheme is 10.03&lt;br&gt;
BCM.&lt;/p&gt;</description>
  </descriptions>
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