Application of Two-Dimensional Hydraulic Modelling of Hydrological Risk Related to Urban Flood. A Case of the Taza City, Morocco

• Autorzy: Bouiss Hanae , Bengamra Said , Amarjouf Najat , Oujidi Mostafa , Amar Iman , Grari Abdellatif

Identyfikatory

DOI

10.12912/27197050/168332

• Języki publikacji: EN

Abstrakty

EN

Flood Risk modelling and analysis have received plenty attention globally because of the growing rate of flood failures in maximum riverine regions. This work aims to map the flood hazard in an urban environment through twodimensional (2D) modelling with the Iber software. The study area is the city of Taza, located between the Pre Rif and the Middle Atlas in the northeast of Morocco. The inputs to the 2D model are metrological, hydrological, topographical and geological data. The hazard map is developed using 2D hydraulic modelling. The results obtained show that the propagation of rainwater occurs rapidly due to the rugged terrain of the region studied and the impermeability of the soil.

Słowa kluczowe

EN

hazard; urban flooding; hydraulic modelling; risk; Iber

• Wydawca: Lubelski Oddział Polskiego Towarzystwo Inżynierii Ekologicznej ; Lublin University of Technology ; WNGB Wydawnictwo Naukowe
• Czasopismo: Ecological Engineering & Environmental Technology
• Rocznik: 2023
• Tom: Vol. 24, iss. 6
• Strony: 173--185
• Opis fizyczny: Bibliogr. 32 poz., rys., tab.

Twórcy

autor

Bouiss Hanae

• Applied Geosciences Laboratory, Department of Geology, Faculty of Sciences, Mohammed First University, Oujda, Morocco

• https://orcid.org/0009-0006-5898-1341

autor

Bengamra Said

• Applied Geosciences Laboratory, Department of Geology, Faculty of Sciences, Mohammed First University, Oujda, Morocco

autor

Amarjouf Najat

• Laboratory for Research and Development in Engineering Sciences “LRDSI”, Department of Earth and Environmental Sciences, Faculty of Sciences and Techniques - Al Hoceima - Abdelmalek Essaadi University, Al Hoceima, Morocco

autor

Oujidi Mostafa

• Applied Geosciences Laboratory, Department of Geology, Faculty of Sciences, Mohammed First University, Oujda, Morocco

autor

Amar Iman

• Applied Geosciences Laboratory, Department of Geology, Faculty of Sciences, Mohammed First University, Oujda, Morocco

autor

Grari Abdellatif

• Applied Geosciences Laboratory, Department of Geology, Faculty of Sciences, Mohammed First University, Oujda, Morocco

Bibliografia

• 1. Akdim, B., Laaouane, M., Taous, A., Obda, K. 2003. Risques hydrologiques dans la région de Taza (Maroc) Genèse, Conséquences et Problèmes D’aménagement. Géo-Maghreb, 1, 47–60.
• 2. Amarjouf N., Oujidi M. 2021. Évaluation du risque d’inondation et de la vulnérabilité urbaine par des modélisations hydrauliques 1D et 2D: Cas du bassin de Melilla Beni Ansar. Proc. Colloque international sur la vulnérabilité des territoires face aux risques hydroclimatiques. Depart. Géographie. Fac. Lettre et Sci Humaine. Univ. Mohamed Ier Oujda 6 et 7 Décembre 2019, 43–49.
• 3. Amarjouf, N., Oujidi, M., Meijer, D., Klop, W. 2019. Evaluating ephemeral watercourse discharges by hydrologic-hydraulic modelling: Application to the Kert River basin, Morocco. ISH Journal of Hydraulic Engineering, 1–11. https://doi.org/10.1080/09715010.2019.1646166
• 4. Amarjouf, N., Oujidi, M., Meijer, D. 2011. A Contribution to the hydrological-hydraulic modelling of Kert basin. “Proc. 4th international. Conf. on Approximation Methods and Numerical Modelling in Environment and Natural Resources, MAMERN’11, Saidia, Morocco, 101-104.
• 5. Amarjouf, N. 2018. Interactions entre crues-ruissellements et aménagements de territoire et leurs impacts sur les versants nord de la péninsule de Guelaaya: cas de la baie de Melilla Beni Ansar et la baie de Betoya. (Maroc Nord Oriental). Thèse doc. , Faculté des Sciences, Université Mohamed Premier, Oujda, 309.
• 6. Bales, J., Betson, R. 1982. The curve number as a hydrologic index. Rainfall-Runoff Relationships Water Resour. Publ. Highl. Ranch CO, 371–386.
• 7. Blade, E., Cea, L., Corestein, G., Escolano, E., Puertas, J., Vazquez-Cendon, E., Dolz, J., Coll, A., 2014. Iber: Herramienta de simulación numérica del flujo en ríos. Revista Internacional de Métodos Numéricos Para Calculo y Diseño en Ingeniería, 30(1), 1–10.
• 8. Chen, C. 1982. An evaluation of the mathematics and physical significance of the soil conservation service curve number procedure for estimating runoff volume, in: Proc., Int. Symp. on Rainfall-Runoff Modeling, Water Resources Publ., Littleton, Colo, 387–418.
• 9. Cirac, P. 1985. Le bassin sud-rifain occidental au Néogène supérieur. Evolution de la dynamique sédimentaire et de la paléogéographie au cours d’une phase de comblement. Thèse ès-Sciences, Univ. Bordeaux I, France, 2T, 285.
• 10. D’Ercole, R. 1994. La vulnérabilité des sociétés et des espaces urbanisés : concept, typologie, mode d’analyse. Revue Géographique Alpine N°4, Grenoble.
• 11. D’Ercole, R., Metzger, P. 2009. La vulnérabilité territoriale : une nouvelle approche des risques en milieu urbain. Cybergeo : European Journal of Geography. Dossiers, vulnérabilités urbaines au Sud.
• 12. Díez-Herrero, A., Ballesteros, J.A., Ruiz-Villanueva, V., Bodoque, J.M. 2013. A review of dendrogeomorphological research applied to flood risk analysis in Spain. Geomorphology, 196, 211–220.
• 13. DPAT. 2002. Monographie agricole de la Province de Taza. Direction provinciale de l’agriculture de Taza (DPAT), 18.
• 14. Ducher, S., Rode, S. 2009. L’aménagement des Territoires face au risque d’inondation: Regards croisés sur la Loire moyenne et le Val de Marne.
• 15. El Fellah, B. 1983. Contribution à l’étude morphologique du couloir de Taza.Bulletin De l’Institut Scientifique (Rabat), 7, 51–63.
• 16. El-Hamdouny, M., Midaoui, A., El Hassani.,F., Gmira, S., Bourak,A., García-Feal, O., Gonzalez-Cao, J., Gomez-Gesteira, M., Cea, L., Domínguez, J.M., Formella, A. 2018. An accelerated tool for flood modelling based on Iber. Water, 10, 1459.
• 17. Fonseca, A.R., Santos, J.A. 2018. High-Resolution Temperature Datasets in Portugal from a Geostatistical Approach: Variability and Extremes, Journal of Applied Meteorology and Climatology, 57(3), 627–644. https://journals.ametsoc.org/view/journals/apme/57/3/jamc-d-17-0215.1.xml.
• 18. Garen, D.C., Moore, D.S. 2005. Curve number hydrology in water quality modeling: uses, abuses, and future directions. JAWRA J. AM. Water Resour. Assoc., 41, 377–388.
• 19. Garrote, J., Alvarenga, F.M., Díez-Herrero, A. 2016. Quantification of flash flood economic risk using ultra-detailed stage–damage functions and 2-D hydraulic models.Journal of Hydrology, 541, 611–625.
• 20. Gil-Guirado, S., Perez-Morales, A., Pino, D., Peña, J-C., Lopez Martinez, F. 2022. Flood impact on the Spanish Mediterranean coast since 1960 based on the prevailing synoptic patterns. Science of the Total Environment, 807(1), 1–16.
• 21. Gonzalez-Cao, J, Fernandez-Novoa, D., García-Feal, O., Figueira Jose, R., Vaquero Jose, M., Trigo, Ricardo, M., Gomez-Gesteira, M. 2022. The Rivillas flood of 5–6 November 1997 (Badajoz, Spain) revisited: An approach based on Iber+ modeling. Journal of Hydrology, 610, 1–12. https://doi.org/10.1016/j.jhydrol.2022.127883
• 22. Grari, A., Chourak, M., Boushaba, F., Cherif, S., García Alonso, E. 2019. Numerical characterization of torrential floods in the plain of Saïdia (North-East of Morocco). Arabian Journal of Geosciences, 12(321), 1–19.
• 23. Hamitouche, M., Molina, J-L. 2022. Event-based Bayesian causal modelling for flood hydrograph prediction, Upper Andarax intermittent stream, Spain. Journal of Hydrology: Regional Studies, 44, 1–15.
• 24. Jiménez Barrado, V., Campesino, A-J., Alvarado, V., Hidalgo, R., Borsdorf, A. 2019. Flood risk and imprudence of planning in Extremadura, Spain. Land Use Policy https://doi.org/10.1016/j.landusepol.2019.104092
• 25. Leblanc D. 1975. Étude géologique du Rif externe oriental au Nord de Taza (Maroc). Thèse de Doctorat. Université Paul Sabatier, Toulouse ; Note et Mém. Serv. Géol. Maroc, 281, 160.
• 26. Naiji, Z., Oujidi, M.; Amarjouf, N., Rezqi, H. 2019. Application of Two-Dimensional Hydraulic Modeling in Flood Risk Mapping. A Case of the Urban Area of Zaio, Morocco. Geocarto International, 1–17. https://doi.org/10.1080/10106049.2019.1597389
• 27. Sánchez-García, C., Schulte, L., Carvalho, F., Peña, J.C. 2019. A 500-year flood history of the arid environments of southeastern Spain. The case of the Almanzora River. Global and Planetary Change, 181, 1–15.
• 28. Sañudo, E., Cea, L., Puertas, J. 2020. Modelling Pluvial Flooding in Urban Areas Coupling the Models Iber and SWMM. Water, 12, 2647. https://doi.org/10.3390/w12092647
• 29. Senent-Aparicio, J., Lopez-Ballesteros, A., Jimeno-Saez, P., Perez-Sanchez, J. 2023. Recent precipitation trends in Peninsular Spain and implications for water infrastructure design. Journal of Hydrology: Regional Studies, 45, 1–15.
• 30. Versteeg, H.K., Malalasekera W. 2007. An Introduction to Computational Fluid Dynamics: The Finite Volume Method. Pearson Education Limited, 503.
• 31. Vidal, J.C. 1971. Une interprétation nouvelle des nappes du PréRif Central (Maroc) et ses conséquences sur la structure de leur substratum autochtone C. R. Acad. Sci. Paris, 272(D), 24–27.
• 32. Zemzami, M. 2008. Hydrologic and hydraulic modeling of Taza River. Master Thesis. Sidi Mohamed Benabdellah University, Morocco, 54.