Analyzing runoff processes through conceptual hydrological modeling in the Upper Blue Nile Basin, Ethiopia
- 1School of Civil & Water Resources Engineering, Bahir Dar University, P.O. Box 430, Ethiopia
- 2Laboratory of Hydrology and Water Management, Ghent University, Coupure links 653, 9000 Gent, Belgium
- 3College of Agriculture & Environmental Sciences, Bahir Dar University, P.O. Box 79, Ethiopia
- 4Department of Geography, Ghent University, Krijgslaan 281 (S8), 9000 Gent, Belgium
- 5Department of Civil Engineering, Monash University, Clayton, Victoria, Australia
- 6Department of Earth and Environmental Sciences, KU Leuven, Belgium
Abstract. Understanding runoff processes in a basin is of paramount importance for the effective planning and management of water resources, in particular in data-scarce regions such as the Upper Blue Nile. Hydrological models representing the underlying hydrological processes can predict river discharges from ungauged catchments and allow for an understanding of the rainfall–runoff processes in those catchments. In this paper, such a conceptual process-based hydrological model is developed and applied to the upper Gumara and Gilgel Abay catchments (both located within the Upper Blue Nile Basin, the Lake Tana sub-basin) to study the runoff mechanisms and rainfall–runoff processes in the basin. Topography is considered as a proxy for the variability of most of the catchment characteristics. We divided the catchments into different runoff production areas using topographic criteria. Impermeable surfaces (rock outcrops and hard soil pans, common in the Upper Blue Nile Basin) were considered separately in the conceptual model. Based on model results, it can be inferred that about 65% of the runoff appears in the form of interflow in the Gumara study catchment, and baseflow constitutes the larger proportion of runoff (44–48%) in the Gilgel Abay catchment. Direct runoff represents a smaller fraction of the runoff in both catchments (18–19% for the Gumara, and 20% for the Gilgel Abay) and most of this direct runoff is generated through infiltration excess runoff mechanism from the impermeable rocks or hard soil pans. The study reveals that the hillslopes are recharge areas (sources of interflow and deep percolation) and direct runoff as saturated excess flow prevails from the flat slope areas. Overall, the model study suggests that identifying the catchments into different runoff production areas based on topography and including the impermeable rocky areas separately in the modeling process mimics the rainfall–runoff process in the Upper Blue Nile Basin well and yields a useful result for operational management of water resources in this data-scarce region.