Numerical Simulation of the Sediment Transport of the Hydraulic Diversion Structure in Saidia (North-East of Morocco)

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

doi:10.1007/978-981-15-6259-4_69

Search citation statements

Order By: Relevance

Paper Sections

Select...

Introduction1

Citation Types

Supporting

Mentioning

Contrasting

Year Published

2022

Publication Types

Select...

Article1

Relationship

Self Cite0

Independent1

Authors

Journals

Cited by 1 publication

(1 citation statement)

References 6 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…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

View full text Add to dashboard Cite

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.

show abstract

Section: Introductionmentioning

confidence: 99%