Numerical Simulation of the Flood Risk of the Deviation Hydraulic Structure at Saidia (North-East Morocco)

Boushaba, Farid; Grari, Abdellatif; Chourak, Mimoun; Regad, Youssef; Elkihel, Bachir

doi:10.1007/978-981-15-6259-4_68

Cited by 7 publications

(2 citation statements)

References 5 publications

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“…Iber is a two-dimensional numerical model with a primary purpose of replicating and studying free surface water flows and transport processes in rivers and channels [7]. At its core lies the implementation of the Saint-Venant equations, which play a fundamental role in integrating the principles of mass conservation and quantity of motion.…”

Section: Iber Hydrodynamic Modelmentioning

confidence: 99%

Application of physically-based and experimentally calibrated method for flood hazard assessment: Case study of Zaio, Morocco

El Baida,

Boushaba,

Chourak

et al. 2023

E3S Web of Conf.

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This study aims to assess the urban flood hazard in Zaio, Morocco by utilizing a rainfall-runoff transformation and hydrodynamic modelling. We utilized a statistical adjustment and The Soil Conservation Service–Curve Number (SCS-CN) method to estimate the 100-year return period flood hydrograph, which itself served as input for the Iber numerical model. Flood hazard assessment for human adults was calculated using a physically-based and experimentally calibrated method, a method that takes into consideration all physical forces acting on a human body during a flood, i.e., drag and buoyancy, and thereby facilitate a more precise assessment of urban flood hazard.

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Section: Iber Hydrodynamic Modelmentioning

confidence: 99%

Application of physically-based and experimentally calibrated method for flood hazard assessment: Case study of Zaio, Morocco

El Baida,

Boushaba,

Chourak

et al. 2023

E3S Web of Conf.

Self Cite

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“…Floods often cause considerable damage to properties, demanding huge financial sums for repair works, the temporary closure of businesses and the uprooting of families from homes. For example Morocco recorded no less than 35 episodes of floods between 1951 and 2015. there are 391 sites are subject to flood risks in Morocco [1,2]. For these reasons, the development of digital resolution models is very necessary, in order to predict floods and provide for hydraulic structures to reduce material and human damage.…”

Section: Introductionmentioning

confidence: 99%

Dam-break computations by a finite volume on dry regions

Boushaba¹,

Daoudi

Yachouti

et al. 2022

Pollack

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This paper presents numerical solvers, based on the finite volume method. This scheme solves dam break problems on the dry bottom in 2D configuration. The difficulty of the simulation of this type of problem lies in the propagation of shocks on the dry bottom. The equation model used is the shallow water equations written in conservative form. The scheme used is second order in space and time. The method is modified to treat dry bottoms. The validity of the method is demonstrated over the dam break example. A comparison with finite elements shows the weakness and robustness of each method.

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Classification machine learning models for urban flood hazard mapping: case study of Zaio, NE Morocco

El baida,

Boushaba,

Chourak

et al. 2024

Nat Hazards

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Numerical Simulation of the Flood Risk of the Deviation Hydraulic Structure at Saidia (North-East Morocco)

Cited by 7 publications

References 5 publications

Application of physically-based and experimentally calibrated method for flood hazard assessment: Case study of Zaio, Morocco

Application of physically-based and experimentally calibrated method for flood hazard assessment: Case study of Zaio, Morocco

Dam-break computations by a finite volume on dry regions

Classification machine learning models for urban flood hazard mapping: case study of Zaio, NE Morocco

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