Submarine landslide tsunamis, mechanisms of granular flows at multiple scales; a new UK/China multidisciplinary research collaboration

Lead Research Organisation: University of Edinburgh
Department Name: Sch of Engineering

Abstract

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Publications

10 25 50
 
Description Vertical chutes and pipes are a common component of many industrial apparatuses used in the transport and processing of powders and grains. Using granular rheology theory and numerical simulations, we clearly demonstrate a linear relationship between the chute width and the size of the shear zones at the walls.
We proposed a novel configuration with an energy-controlled boundary for the discrete element method to model inclined granular flows on erodible surfaces with the aim of investigating the rheological features of granular flows with entrainment.
A recent theory for dense granular suspensions is shown to be dynamically ill-posed for large solid-volume fractions. An alternative well-posed theory is introduced that includes additional dependence on the particle-phase dilation and compression.
Exploitation Route The linear scaling law can be used to understand granular flows in a channel and for the design of chutes for transporting granular materials. The granular-energy boundary condition can be used for discrete element simulations of granular flows on an erodable bed. The well-posed theory for granular suspensions enables correct numerical simulation of flows of such materials.
Sectors Construction,Energy,Environment,Manufacturing, including Industrial Biotechology

 
Description Tongji University, China 
Organisation Tongji University
Country China 
Sector Academic/University 
PI Contribution We perform particle level and continuum simulations of submarine landslides.
Collaborator Contribution The Tongji team perform experiments and field-scale numerical simulations of submarine landslides.
Impact Geology, Marine geology, Civil Engineering, mathematics
Start Year 2021