Modelling of dam failure-induced flows over movable beds considering turbulence effects

DOI10.1016/j.compfluid.2017.11.008zbMath1390.76443OpenAlexW2768184436MaRDI QIDQ1645432

Mahnaz Ghaeini-Hessaroeyeh, Alireza Hosseinzadeh-Tabrizi

Publication date: 28 June 2018

Published in: Computers and Fluids (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.compfluid.2017.11.008

zbMATH Keywords

shallow watermovable bedsdam failureHLLC-WAF methodsediment formulations

Mathematics Subject Classification ID

Water waves, gravity waves; dispersion and scattering, nonlinear interaction (76B15) Finite volume methods applied to problems in fluid mechanics (76M12) Finite volume methods for initial value and initial-boundary value problems involving PDEs (65M08)

Related Items (1)

A 1D numerical model for the simulation of unsteady and highly erosive flows in rivers

Uses Software

• HE-E1GODF

Cites Work

• Restoration of the contact surface in the HLL-Riemann solver
• HLLC scheme with novel wave-speed estimators appropriate for two-dimensional shallow-water flow on erodible bed
• On Upstream Differencing and Godunov-Type Schemes for Hyperbolic Conservation Laws
• Riemann wave description of erosional dam-break flows
• Performance of finite volume solutions to the shallow water equations with shock-capturing schemes
• Unnamed Item

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