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APPLICATION OF NUMERICAL MODEL FOR GROUNDWATER FLOW SYSTEM ASSESSMENT IN UPPER AWASH RIVER BASIN (CASE STUDY MOJO RIVER CATCHMENT)

TSEGAYE TELILA BEJI


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    <dct:title>APPLICATION OF NUMERICAL MODEL FOR GROUNDWATER FLOW SYSTEM ASSESSMENT IN UPPER AWASH RIVER BASIN (CASE STUDY MOJO RIVER CATCHMENT)</dct:title>
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    <dct:description>&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;</dct:description>
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