4.2 Article

Connecting hillslope and runoff generation processes in the Ethiopian Highlands: The Ene-Chilala watershed

Journal

JOURNAL OF HYDROLOGY AND HYDROMECHANICS
Volume 68, Issue 4, Pages 313-327

Publisher

SCIENDO
DOI: 10.2478/johh-2020-0015

Keywords

Hillslope hydrology; Saturation; Rainfall intensity; Perched groundwater; Ethiopian Highlands

Funding

  1. USAID-PEER project [AID-OAA-A11-00012]
  2. International Foundation for Science [W/5844-1]
  3. Norman E. Borlaug Leadership Enhancement in Agriculture Program Borlaug [LEAP-016258-82]
  4. Innovation Laboratory for Small Scale Irrigation project - Feed the Future through the U.S. Agency for International Development (USAID)
  5. International Water Management Institute through the CGIAR Research Program on Water, Land and Ecosystems (WLE) in the Nile Basin and East Africa region to bolster opportunities for increased agricultural productivity through key ecosystem services
  6. First Presbyterian Church in Ithaca, New York
  7. Blue Nile Water Institute, Bahir Dar, Ethiopia
  8. Quarit District Office of Agriculture
  9. Ethiopian Road Authority

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Effective watershed planning requires an understanding of the hydrology. In the humid tropical monsoon climates and especially in volcanic highland regions such as the Ethiopian Highlands, the understanding of watershed processes is incomplete. The objective is to better understand the hydrology of the volcanic regions in the humid highlands by linking the hillslope processes with the discharge at the outlet. The Ene-Chilala watershed was selected for this study. The infiltration rate, piezometric water levels and discharge from two nested sub watersheds and at the watershed outlet were measured during a four-year period. Infiltration rates on the hillsides exceeded the rainfall intensity most of the time. The excess rain recharged a perched hillside aquifer. Water flowed through the perched aquifer as interflow to rivers and outlet. In addition, saturation excess overland flow was generated in the valley bottoms. Perched water tables heights were predicted by summing up the recharge over the travel time from the watershed divide. Travel times ranged from a few days for piezometers close to the divide to 40 days near the outlet. River discharge was simulated by adding the interflow from the upland to overland flow from the saturated valley bottom lands. Overland flow accounted only for one-fourth of the total flow. There was good agreement between predicted and observed discharge during the rain phase therefore the hillslope hydrologically processes were successfully linked with the discharge at the outlet.

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