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Sensitivity analysis of a 2D flood inundation model. A case study of Tous Dam

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Abstract

Floods are one of the most common natural hazard having far reaching environmental implications such as soil and bank erosion, pollution of ground and surface water and landslides etc. Flood inundation modeling is frequently simulated through the numerical solution of 2D shallow water equations. These equations are a potent tool that can be used to obtain satisfactory solutions in complex riverine geometry. The usage of Sensitivity Analysis (SA) is becoming more prevalent in environmental modeling for various purposes such as uncertainty assessment, model calibration, and robust decision-making. This research is a case study of the Tous Dam break in Spain and the resultant urban flooding which was assessed for SA using the method of Morris. In all, five parameters were assessed, namely, river Manning, large roughness, time step, turbulent coefficient, and downstream boundary condition for their influence on the model output. The output, comprising depth, flood extent, bed shear stress, and time of initial inundation among others was assessed spatially as well as temporally. The temporal disaggregation revealed that the dominant factors changed position as the flood regime changed from rising to peak and then to recession. The peak flow stage had the large roughness as the most influential parameter and river Manning in the first 2 h of the rising phase while downstream boundary condition predominated during both the rising and receding phases. Curiously, temporal disaggregation revealed that the model time step, which was a marginally important parameter throughout, was able to assume the No. 1 ranking during the phase of decreasing flow i.e. the onset of the recession phase, when the model time step has to adjust from high flow velocity to slower velocities.

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Data Availability

Data is available on the following link https://doi.org/10.1080/00221686.2007.9521832.

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Acknowledgements

I would like to extend my wholehearted gratitude towards my supervisor Dr. Sajjad Haider, of the Department of Water Resources Engineering and Management, NUST Institute of Civil Engineering (NICE), National University of Sciences and Technology, Islamabad, Pakistan for all the time and support he provided me technically and morally.

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The authors declare that no funds, grants, or other support were received during the preparation of this manuscript.

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Conceptualization: SH; methodology: AU, SH, RF; data curation: AU; formal analysis and investigation: AU, SH; software: AU; validation and visualization: AU; writing—original draft preparation: AU; writing—review and editing: SH, RF; supervision: SH.

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Correspondence to Aftab Ullah.

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Ullah, A., Haider, S. & Farooq, R. Sensitivity analysis of a 2D flood inundation model. A case study of Tous Dam. Environ Earth Sci 83, 213 (2024). https://doi.org/10.1007/s12665-024-11500-w

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  • DOI: https://doi.org/10.1007/s12665-024-11500-w

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