October 1, 2008 Thesis Open Access

TSEGAYE TELILA BEJI

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  <identifier identifierType="DOI">10.20372/nadre:2948</identifier>
  <creators>
    <creator>
      <creatorName>TSEGAYE TELILA BEJI</creatorName>
    </creator>
  </creators>
  <titles>
    <title>APPLICATION OF NUMERICAL MODEL FOR GROUNDWATER FLOW SYSTEM ASSESSMENT IN UPPER AWASH RIVER BASIN (CASE STUDY MOJO RIVER CATCHMENT)</title>
  </titles>
  <publisher>Zenodo</publisher>
  <publicationYear>2008</publicationYear>
  <dates>
    <date dateType="Issued">2008-10-01</date>
  </dates>
  <resourceType resourceTypeGeneral="Text">Thesis</resourceType>
  <alternateIdentifiers>
    <alternateIdentifier alternateIdentifierType="url">https://nadre.ethernet.edu.et/record/2948</alternateIdentifier>
  </alternateIdentifiers>
  <relatedIdentifiers>
    <relatedIdentifier relatedIdentifierType="DOI" relationType="IsVersionOf">10.20372/nadre:2947</relatedIdentifier>
    <relatedIdentifier relatedIdentifierType="URL" relationType="IsPartOf">https://nadre.ethernet.edu.et/communities/amu</relatedIdentifier>
    <relatedIdentifier relatedIdentifierType="URL" relationType="IsPartOf">https://nadre.ethernet.edu.et/communities/zenodo</relatedIdentifier>
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  <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;The project area, Mojo Catchment, is located 40k.m southeast of Addis Ababa in&lt;br&gt;
Oromiya Regional State. Its geographical location is between 38&amp;deg;49&amp;#39; and 39&amp;deg;17&amp;#39;&lt;br&gt;
longitude and 8&amp;deg;25&amp;#39;and 9&amp;deg;05&amp;#39; latitude. It covers an area of about 2104.5 km2.&lt;br&gt;
The study targeted numerical simulation of the groundwater flow system of the Mojo&lt;br&gt;
River Catchment there by to evaluate the response of the hydrologic system to different&lt;br&gt;
scenarios so that the resulting consequence on the system might be projected.&lt;br&gt;
The modeling process was accomplished using groundwater flow modeling software,&lt;br&gt;
MODFLOW 1996 (McDonald and Harbaugh, 1988)&lt;br&gt;
The water budget of the whole model domain was calculated with a percent discrepancy&lt;br&gt;
of 0.12. We found the total inflow is 1051.83MCM per year (2.88X106m3/day) and the&lt;br&gt;
total outflow is 1050.53 MCM per year (2.88x106m3/day)&lt;/p&gt;</description>
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