4.6 Article

Integrated Hydrological Analysis of Little Akaki Watershed Using SWAT-MODFLOW, Ethiopia

Journal

APPLIED SCIENCES-BASEL
Volume 11, Issue 13, Pages -

Publisher

MDPI
DOI: 10.3390/app11136011

Keywords

distributed recharge; SWAT; MODFLOW; groundwater simulation

Funding

  1. Development Program of Minimizing of Climate Change Impact Technology funded through the National Research Foundation of Korea (NRF) of the Korean government (Ministry of Science and ICT) [NRF-2020M3H5A1080735]
  2. Korea Ministry of Environment (MOE) [146515]

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Groundwater in Ethiopia is threatened by rapid urbanization and industrial expansion, with recharge mostly occurring from July to October. SWAT model was used for recharge estimation, while MODFLOW 2005 was utilized for groundwater flow system numerical simulations, revealing areas of interactions between the river and groundwater. The study suggests that increasing pumping rates or reducing recharge poses significant risks to groundwater sustainability in the area.
In Ethiopia, groundwater is the main source of freshwater to support human consumption and socio-economic development. Little Akaki watershed is located in Upper Awash basin, known for its high annual rainfall and considered as the potential groundwater recharge zone. On the contrary, urbanization and industrial expansion are increasing at an alarming rate in the area. This became a concern threatening the groundwater resources' sustainability. To address these challenges, integrated analysis of groundwater recharge and groundwater numerical simulations were made. For groundwater recharge estimation, SWAT model was used. The result indicated that recharge in the watershed mostly occurs from July to October with maximum values in August. On average, the estimated annual catchment recharge was 179 mm. For the numerical simulation and prediction of the groundwater flow system, MODFLOW 2005 was used. The model simulations indicated that the groundwater head converges towards the main river and, finally, to the outlet of the watershed. The study indicated areas of interactions between the river and groundwater. The scenario examination result reveals increasing the present pumping rate by over fifty percent (by 50%, 100%, and 200%) will surely cause visible groundwater head decline near the outlet of the watershed, and substantial river baseflow reduction. The recharge reduction scenario also indicates the huge risk of groundwater sustainability in the area.

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