Simulation of Rainfall-Runoff process using SWAT model in Bouhamdane watershed, Algeria
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Published:2023
Issue:2
Volume:103
Page:279-292
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ISSN:0350-3593
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Container-title:Glasnik Srpskog geografskog drustva
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language:en
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Short-container-title:B SERBIAN GEOGRAPHIC
Author:
Abdelkebir Brahim1, Guesri Mourad2, Mokhtari Elhadj3, Engel Bernard4
Affiliation:
1. Laboratoire de génie civil et d’hydraulique, Université mai, Guelma, Guelma, Algeria + Laboratory of Water, Environment and Renewable Energies, Faculty of Technology, University of M’sila, Ichebilia, M’sila, Algeria 2. Research Laboratory Valorisation of Water Resources “V.R.E”, Tlemcen University, Tlemcen, Algeria 3. Laboratory of Water, Environment and Renewable Energies, Faculty of Technology, University of M’sila, Ichebilia, M’sila, Algeria 4. Department of Agricultural and Biological Engineering, Purdue University, West Lafayette, USA
Abstract
The current research examines the runoff response in the Bouhamdane
watershed in Algeria using the soil and water assessment tool (SWAT). The
SWAT model is applied for the Bouhamane watershed, which includes three
sub-watersheds and 45 Hydraulic Response Units (HRUs). To assess the
ability and effectiveness of the model, one-gauge station in the basin
(sabat) was chosen. Monthly discharge flow data are sourced from Algeria's
National Water Resources Agency (NWRA). The soil and water assessment tool
calibration uncertainty programs (SWAT-CUPs) with the sequential
uncertainty fitting (SUFI 2) algorithm were used to calibrate and validate
the model. The model was run from 1985 to 2004, with a calibration period
between 1985 and 1994 and a validation period between 1995 and 2005. The
model's runoff simulation efficiency has been improved by adjusting
watershed input parameters. The SWAT model's performance was assessed
statistically (coefficient of determination [R2], Nash-Sutcliffe Efficiency
Coefficient [NSE], and Percent BIAS [PBIAS]). The monthly calibration R2,
NSE, and PBIAS were 0.89, 0.68, and 43, respectively, and the monthly
validation R2, NSE, and PBIAS were 0.78, 0.76, and 10.4, respectively.
These results support that the SWAT model is an effective tool for
simulating the surface runoff of the Bouhamdane watershed.
Publisher
National Library of Serbia
Subject
Atmospheric Science,Geology,Education,Geography, Planning and Development,Global and Planetary Change
Reference37 articles.
1. Abdelkebir, B., Maoui, A., Mokhtari, E., Engel, B., Chen, J., & Aboelnour, M. (2021). Evaluating Low-Impact Development practice performance to reduce runoff volume in an urban watershed in Algeria. Arabian Journal of Geosciences, 14(9), 0-10. https://doi.org/10.1007/s12517-021-07178-0 2. Adane, G. B., Hirpa, B. A., Gebru, B. M., Song, C., & Lee, W.-K. (2021). Integrating Satellite Rainfall Estimates with Hydrological Water Balance Model: Rainfall-Runoff Modeling in Awash River Basin, Ethiopia. Water, 13(6), 800. https://doi.org/10.3390/w13060800 3. Alazzy, A. A., Lü, H., & Zhu, Y. (2015). Assessing the Uncertainty of the Xinanjiang Rainfall-Runoff Model: Effect of the Likelihood Function Choice on the GLUE Method. Journal of Hydrologic Engineering, 20(10). https://doi.org/10.1061/(asce)he.1943-5584.0001174 4. Aqnouy, M., Ahmed, M., Ayele, G. T., Bouizrou, I., Bouadila, A., & Stitou El Messari, J. E. (2023). Comparison of Hydrological Platforms in Assessing Rainfall-Runoff Behavior in a Mediterranean Watershed of Northern Morocco. Water, 15(3), 447. https://doi.org/10.3390/w15030447 5. Arnold, J. G., Srinivasan, R., Muttiah, R. S., & Williams, J. R. (1998). Large area hydrologic modeling and assessment part I: Model development. Journal of the American Water Resources Association, 34(1), 73-89.
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