Incipient sediment transport for non-cohesive landforms by the discrete element method (DEM)

DOI10.1016/J.APM.2013.08.010zbMath1449.76032OpenAlexW2013511802MaRDI QIDQ1994447

Yanyan Li

Publication date: 1 November 2018

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2013.08.010

zbMATH Keywords

contact problemsdiscrete element methodincipient sediment transport

Mathematics Subject Classification ID

Hydrology, hydrography, oceanography (86A05) Contact in solid mechanics (74M15) Finite element methods applied to problems in solid mechanics (74S05) Finite element methods applied to problems in fluid mechanics (76M10)

Related Items (2)

Modelling initial motion of non-spherical sediment particles on inclined and seeped beds ⋮ Hydrodynamic interaction in suspended sediment distribution of open channel turbulent flow

Cites Work

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• Sediment threshold
• An energy consistent frictional dissipating algorithm for particle contact problems
• An enhanced energy conserving time stepping algorithm for frictionless particle contacts
• Hydrodynamics and transport in estuaries and rivers by the CBS finite element method
• Two dimensional discontinuous deformation analysis
• The characteristic-based-split procedure: an efficient and accurate algorithm for fluid problems
• Numerical simulation of sand dune evolution in severe winds

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