Investigate Impact Force of Dam-Break Flow against Structures by Both 2D and 3D Numerical Simulations
The aim of this paper was to investigate the ability of some 2D and 3D numerical models to simulate flood waves in the presence of an isolated building or building array in an inundated area. Firstly, the proposed 2D numerical model was based on the finite-volume method (FVM) to solve 2D shallow-wat...
Main Authors: | Le Thi Thu Hien, Nguyen Van Chien |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2021-01-01
|
Series: | Water |
Subjects: | |
Online Access: | https://www.mdpi.com/2073-4441/13/3/344 |
Similar Items
-
2D and 3D Numerical Simulation of Dam-Break Flooding: A Case Study of the Tuzluca Dam, Turkey
by: Cagri Akgun, et al.
Published: (2023-10-01) -
Numerical Study of Partial Dam–Break Flow with Arbitrary Dam Gate Location Using VOF Method
by: Thi Thu Hien Le, et al.
Published: (2022-04-01) -
Numerical modeling of dam break induced flow through multiple buildings in an idealized city
by: Mohammad Bagus Adityawan, et al.
Published: (2023-06-01) -
Impact Force of a Geomorphic Dam-Break Wave against an Obstacle: Effects of Sediment Inertia
by: Cristiana Di Cristo, et al.
Published: (2021-01-01) -
Evaluation of potential dam break flood risks of the cascade dams Mexa and Bougous (El Taref, Algeria)
by: Bouchehed Hamza, et al.
Published: (2017-06-01)