Numerical simulation of submerged flow bridge scour under dam-break flow using multi-phase SPH method | Zendy

H. T. Nguyen | Zendy; Tu Anh | Zendy; Benoît Cosson | Zendy

AI Assistant Blog Pricing

Home ZAIA Blog

Open Access

Numerical simulation of submerged flow bridge scour under dam-break flow using multi-phase SPH method

Author(s) -

H. T. Nguyen,

Tu Anh,

Benoît Cosson

Publication year - 2019

Publication title -

mathematical biosciences and engineering

Language(s) - English

Resource type - Journals

SCImago Journal Rank - 0.451

H-Index - 45

eISSN - 1551-0018

pISSN - 1547-1063

DOI - 10.3934/mbe.2019269

Subject(s) - smoothed particle hydrodynamics , geotechnical engineering , flow (mathematics) , sediment transport , geology , mechanics , bridge (graph theory) , newtonian fluid , sediment , engineering , physics , geomorphology , medicine

This paper presents a coupled two-phase ow model for simulation of submerged flow bridge scour under dam-break flows considering the sediment-uid interaction. The Smoothed Particle Hydrodynamics (SPH) method is employed to simulate the sediment and uid movements based on the Newtonian and non-Newtonian uids, respectively, in the framework of two-phase ow modeling. The SPH simulation based on the treatment of Bingham-type Herschel-Bulkley-Papanastasiou constitutive model and the Drucker-Prager yield criterion is used to predict the sediment transport and the scour depth time histories under a submerged bridge deck. The influence of parameters such as geometry of the bridge deck and flow conditions on the scour depth is also investigated.

The content you want is available to Zendy users.

Already have an account? Click here to sign in.

Having issues? You can contact us here

Accelerating Research