Thesis Open Access
ABDUREZAK ARAGE HAMZA
<?xml version='1.0' encoding='UTF-8'?> <record xmlns="http://www.loc.gov/MARC21/slim"> <leader>00000nam##2200000uu#4500</leader> <controlfield tag="005">20241003095946.0</controlfield> <controlfield tag="001">2548</controlfield> <datafield tag="856" ind1="4" ind2=" "> <subfield code="s">2130572</subfield> <subfield code="z">md5:163033ef6ab2025a65111d26cc30381c</subfield> <subfield code="u">https://zenodo.org/record/2548/files/f1049036632.pdf</subfield> </datafield> <datafield tag="542" ind1=" " ind2=" "> <subfield code="l">open</subfield> </datafield> <datafield tag="260" ind1=" " ind2=" "> <subfield code="c">2021-04-01</subfield> </datafield> <datafield tag="909" ind1="C" ind2="O"> <subfield code="p">user-aastu</subfield> <subfield code="p">user-zenodo</subfield> <subfield code="o">oai:zenodo.org:2548</subfield> </datafield> <datafield tag="100" ind1=" " ind2=" "> <subfield code="a">ABDUREZAK ARAGE HAMZA</subfield> </datafield> <datafield tag="245" ind1=" " ind2=" "> <subfield code="a">ASSESSMENT OF WATER RESOURCE AND FORECASTING WATER DEMAND USING WEAP MODEL IN BELES RIVER, ABAY RIVER BASIN, ETHIOPIA</subfield> </datafield> <datafield tag="980" ind1=" " ind2=" "> <subfield code="a">user-aastu</subfield> </datafield> <datafield tag="980" ind1=" " ind2=" "> <subfield code="a">user-zenodo</subfield> </datafield> <datafield tag="540" ind1=" " ind2=" "> <subfield code="u">http://www.opendefinition.org/licenses/cc-by</subfield> <subfield code="a">Creative Commons Attribution</subfield> </datafield> <datafield tag="650" ind1="1" ind2="7"> <subfield code="a">cc-by</subfield> <subfield code="2">opendefinition.org</subfield> </datafield> <datafield tag="520" ind1=" " ind2=" "> <subfield code="a"><p>As water is vital for life, analysis of water supply and demand in the basin is necessary.<br> This will enable to formulate water allocation strategies and allocation principles for<br> present and future planning. In this paper assessment of water supply and demands was<br> modeled using the Water Evaluation and Planning model. The parameter Estimation Tool<br> was used to calibrate and validate the model. Future water demand was estimated using<br> four different scenarios namely Scenario-I: high population growth, Scenario-II: Dangur<br> hydropower, Scenario-III: Expansion of irrigation activities and Industries in Beles<br> basin, and Scenario-IV: combination of scenario-I, scenario-II and scenario-III<br> Simultaneously. According to the result obtained from the model, the total estimated<br> mean annual surface runoff that leaves the basin is 5858.6 MCM, the estimated mean<br> annual actual evapotranspiration is 10017.13 MCM, the estimated mean annual<br> precipitation is 17525.33 MCM, mean annual interflow is 962.37 MCM, mean annual<br> Base flow is 480.82 MCM, and mean annual flow to groundwater is 206.40 MCM. Total<br> available annual streamflow including the Tana-Beles hydropower scheme is 10.03<br> BCM.</p></subfield> </datafield> <datafield tag="773" ind1=" " ind2=" "> <subfield code="n">doi</subfield> <subfield code="i">isVersionOf</subfield> <subfield code="a">10.20372/nadre:2547</subfield> </datafield> <datafield tag="024" ind1=" " ind2=" "> <subfield code="a">10.20372/nadre:2548</subfield> <subfield code="2">doi</subfield> </datafield> <datafield tag="980" ind1=" " ind2=" "> <subfield code="a">publication</subfield> <subfield code="b">thesis</subfield> </datafield> </record>
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