Hydrological Modeling of Watersheds Using the Only Corresponding Competitor Method: The Case of M’Zab Basin, South East Algeria
Water resources management includes several disciplines; the modeling of rainfall-runoff relationship is the most important discipline to prevent natural risks. There are several models to study rainfall-runoff relationship in watersheds. However, the majority of these models are not applicable in all basins of the world. In this study, a new stochastic method called The Only Corresponding Competitor method (OCC) was used for the hydrological modeling of M’ZAB Watershed (South East of Algeria) to adapt a few empirical models for any hydrological regime. The results obtained allow to authorize a certain number of visions, in which it would be interesting to experiment with hydrological models that improve collectively or separately the data of a catchment by the OCC method.
[1] G. B. Gholikandi, M. Khosravi, “Upgrading of submerged membrane bioreactor operation with regard to soluble microbial products and mathematical modeling for optimisation of critical flux”, Desalin. Water Treat, vol.39, April .2011, pp .199–208.
[2] M. Albek, U. B. Ogutveren, E. Albek, “Hydrological modeling of Seydi Suyu watershed (Turkey) with HSPF”, Journal of Hydrology vol.285, sep.2003, pp. 260–271.
[3] M. Yadav, T. Wagener, H. Gupta, “Regionalization of constraints on expected watershed response behavior for improved predictions in ungauged basins”, Advances in Water Resources, vol. 30, Feb.2007, pp. 1756–1774.
[4] E. Todni, “Rainfall-Runoff Modeling-Past, Present and Future”, Journal of Hydrology, vol.100, Feb.1988, pp 341-352.
[5] Wheater H. S., Jakeman A. J., Beven K. J. Progress and directions in rainfall-runoff modelling. In: Jakeman AJ et al., editors. Modelling change in environmental systems. John Wiley and Sons; 1993, pp 101–32.
[6] J. De Vries, “Hydrologic Behavior of a Forested Mountain Soil in Coastal British Columbia”, Water Resour. Res, vol.14, Oct. 1978, pp.935-942.
[7] J. J. McDonnell et. al, “Moving beyond heterogeneity and process complexity: A new vision for watershed hydrology”, Water Resour. Res, vol. 43, July.2007, pp.1-6.
[8] K. P. Sudheer, I. Chaubey ,V. Garg and Kati W. Migliaccio, “Impact of time-scale of the calibration objective function on the performance of watershed models”, Hydrological Processes, vol.21, April.2007, pp. 3409-3419.
[9] Thorsten Wagener Æ Hoshin V. Gupta, “Model identification for hydrological forecasting under uncertainty”, Stoch Environ Res Risk Assess, vol.19, Sep.2005, pp.378–387.
[10] Qingyund Uan, Soroossho Rooshiaann, D Vijai Gupta, “Effective and Efficient Global Optimization for Conceptual Rainfall-Runoff Models”, Water Resour. Res, vol.28, April.1992, pp.1015-1031.
[11] M. Sivapalan et. al, “IAHS Decade on Predictions in Ungauged Basins (PUB), 2003–2012: Shaping an exciting future for the hydrological sciences”, Hydrological Sciences–Journal, vol.48, Dec.2003, pp.857-880.
[12] Y. Tang, P. Reed, and T. Wagener, “How effective and efficient are multiobjective evolutionary algorithms at hydrologic model calibration?”, Hydrol. Earth Syst. Sci, vol.10, March.2006, pp. 289–307.
[13] Laroussi Beloulou, “Vulnérabilité aux inondations en milieu urbain. Cas de la ville de Annaba (Nord-Est Algérien).”, Badji Mokhtar-Annaba University,2008.
[14] A. Medejerab, “Les Inondations Catastrophiques Du Mois D’octobre 2008 A Ghardaïa- Algerie.”, Geographia Technica, vol.4, Sep,2009, pp.331-316.
[15] Katana, S. J. S., Munyao, T. M. and Ucakuwun, E. K, “Hydrological Impacts Of Land Cover Changes In Upper Athi River Catchment, Kenya”, International Journal of Current Research, vol. 5, May, 2013, pp.1187-1193.
[16] Moussaab Zakhrouf, Mohamed Chettih, Mohamed Mesbah, “Adaptive neural fuzzy inference systems for the daily flow forecast in Algerian coastal basin”, Desalination and Water Treatment, vol.52, Dec2014, pp. 2131–2138.
[17] Elias Moussoulis, Ierotheos Zacharias & Nikolaos P. Nikolaidis, “Combined hydrological, rainfall–runoff, hydraulic and sediment transport modeling in Upper Acheloos River catchment” Desalination and Water Treatment, vol. 57, Sep,2016, pp.11540–11549.
[1] G. B. Gholikandi, M. Khosravi, “Upgrading of submerged membrane bioreactor operation with regard to soluble microbial products and mathematical modeling for optimisation of critical flux”, Desalin. Water Treat, vol.39, April .2011, pp .199–208.
[2] M. Albek, U. B. Ogutveren, E. Albek, “Hydrological modeling of Seydi Suyu watershed (Turkey) with HSPF”, Journal of Hydrology vol.285, sep.2003, pp. 260–271.
[3] M. Yadav, T. Wagener, H. Gupta, “Regionalization of constraints on expected watershed response behavior for improved predictions in ungauged basins”, Advances in Water Resources, vol. 30, Feb.2007, pp. 1756–1774.
[4] E. Todni, “Rainfall-Runoff Modeling-Past, Present and Future”, Journal of Hydrology, vol.100, Feb.1988, pp 341-352.
[5] Wheater H. S., Jakeman A. J., Beven K. J. Progress and directions in rainfall-runoff modelling. In: Jakeman AJ et al., editors. Modelling change in environmental systems. John Wiley and Sons; 1993, pp 101–32.
[6] J. De Vries, “Hydrologic Behavior of a Forested Mountain Soil in Coastal British Columbia”, Water Resour. Res, vol.14, Oct. 1978, pp.935-942.
[7] J. J. McDonnell et. al, “Moving beyond heterogeneity and process complexity: A new vision for watershed hydrology”, Water Resour. Res, vol. 43, July.2007, pp.1-6.
[8] K. P. Sudheer, I. Chaubey ,V. Garg and Kati W. Migliaccio, “Impact of time-scale of the calibration objective function on the performance of watershed models”, Hydrological Processes, vol.21, April.2007, pp. 3409-3419.
[9] Thorsten Wagener Æ Hoshin V. Gupta, “Model identification for hydrological forecasting under uncertainty”, Stoch Environ Res Risk Assess, vol.19, Sep.2005, pp.378–387.
[10] Qingyund Uan, Soroossho Rooshiaann, D Vijai Gupta, “Effective and Efficient Global Optimization for Conceptual Rainfall-Runoff Models”, Water Resour. Res, vol.28, April.1992, pp.1015-1031.
[11] M. Sivapalan et. al, “IAHS Decade on Predictions in Ungauged Basins (PUB), 2003–2012: Shaping an exciting future for the hydrological sciences”, Hydrological Sciences–Journal, vol.48, Dec.2003, pp.857-880.
[12] Y. Tang, P. Reed, and T. Wagener, “How effective and efficient are multiobjective evolutionary algorithms at hydrologic model calibration?”, Hydrol. Earth Syst. Sci, vol.10, March.2006, pp. 289–307.
[13] Laroussi Beloulou, “Vulnérabilité aux inondations en milieu urbain. Cas de la ville de Annaba (Nord-Est Algérien).”, Badji Mokhtar-Annaba University,2008.
[14] A. Medejerab, “Les Inondations Catastrophiques Du Mois D’octobre 2008 A Ghardaïa- Algerie.”, Geographia Technica, vol.4, Sep,2009, pp.331-316.
[15] Katana, S. J. S., Munyao, T. M. and Ucakuwun, E. K, “Hydrological Impacts Of Land Cover Changes In Upper Athi River Catchment, Kenya”, International Journal of Current Research, vol. 5, May, 2013, pp.1187-1193.
[16] Moussaab Zakhrouf, Mohamed Chettih, Mohamed Mesbah, “Adaptive neural fuzzy inference systems for the daily flow forecast in Algerian coastal basin”, Desalination and Water Treatment, vol.52, Dec2014, pp. 2131–2138.
[17] Elias Moussoulis, Ierotheos Zacharias & Nikolaos P. Nikolaidis, “Combined hydrological, rainfall–runoff, hydraulic and sediment transport modeling in Upper Acheloos River catchment” Desalination and Water Treatment, vol. 57, Sep,2016, pp.11540–11549.
@article{"International Journal of Earth, Energy and Environmental Sciences:76765", author = "Oulad Naoui Noureddine and Cherif ELAmine and Djehiche Abdelkader", title = "Hydrological Modeling of Watersheds Using the Only Corresponding Competitor Method: The Case of M’Zab Basin, South East Algeria", abstract = "Water resources management includes several disciplines; the modeling of rainfall-runoff relationship is the most important discipline to prevent natural risks. There are several models to study rainfall-runoff relationship in watersheds. However, the majority of these models are not applicable in all basins of the world. In this study, a new stochastic method called The Only Corresponding Competitor method (OCC) was used for the hydrological modeling of M’ZAB Watershed (South East of Algeria) to adapt a few empirical models for any hydrological regime. The results obtained allow to authorize a certain number of visions, in which it would be interesting to experiment with hydrological models that improve collectively or separately the data of a catchment by the OCC method.
", keywords = "Empirical model, modeling, OCC, rainfall-runoff relationship.", volume = "12", number = "1", pages = "1-6", }
