Modeling sediment concentration and discharge variations in a small Ethiopian watershed with contributions from an unpaved road
| Autor: | Seifu A. Tilahun, Tammo S. Steenhuis, Dessalegn C. Dagnew, Christian D. Guzman, Tigist Y. Tebebu, Birru Yitaferu, Assefa D. Zegeye |
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| Rok vydání: | 2016 |
| Předmět: |
Fluid Flow and Transfer Processes
Hydrology soil erosion Watershed Mechanical Engineering infiltration excess (hortonian) runoff 0208 environmental biotechnology Flow (psychology) Sediment TA Engineering (General). Civil engineering (General) Hydraulic engineering 02 engineering and technology Monsoon saturation excess runoff 020801 environmental engineering ethiopian highlands ped model Erosion Environmental science Drainage TC1-978 Surface runoff Sediment transport Water Science and Technology |
| Zdroj: | Journal of Hydrology and Hydromechanics, Vol 65, Iss 1, Pp 1-17 (2017) |
| ISSN: | 0042-790X |
| Popis: | Drainage of paved and unpaved roads has been implicated as a major contributor of overland flow and erosion in mountainous landscapes. Despite this, few watershed models include or have tested for the effect roads have on discharge and sediment loads. Though having a model is an important step, its proper application and attention to distinct landscape features is even more important. This study focuses on developing a module for drainage from a road and tests it on a nested watershed (Shanko Bahir) within a larger previously studied site (Debre Mawi) that receives overland flow contributions from a highly compacted layer of soil on an unpaved road surface. Shanko Bahir experiences a sub-humid monsoonal climate and was assessed for the rainy seasons of 2010, 2011, and 2012. The model chosen is the Parameter Efficient Distributed (PED) model, previously used where saturation-excess overland flow heavily influences discharge and sediment concentration variation, though infiltration-excess occasionally occurs. Since overland flow on unpaved surfaces emulates Hortonian flow, an adjustment to the PED model (the developed module) advances possible incorporation of both flow regimes. The modification resulted in similar modeling performance as previous studies in the Blue Nile Basin on a daily basis (NSE = 0.67 for discharge and 0.71 for sediment concentrations). Furthermore, the road while occupying a small proportion of the sub-watershed (11%) contributed importantly to the early discharge and sediment transport events demonstrating the effect of roads especially on sediment concentrations. Considerations for the dynamic erodibility of the road improved sediment concentration simulation further (NSE = 0.75). The results show that this PED modeling framework can be adjusted to include unpaved compacted surfaces to give reasonable results, but more work is needed to account for contributions from gullies, which can cause high influxes of sediment. |
| Databáze: | OpenAIRE |
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