Numerical study of granular flow impacting hemi-spherical structures on steep terrains by a two-phase model with m(I) rheology closure

被引:1
作者
Yang, Kedi [1 ]
Tian, Yuxin [1 ]
Wang, Xiaoliang [1 ,2 ]
Liu, Qingquan [1 ]
机构
[1] Beijing Inst Technol, Sch Aerosp Engn, Dept Mech, Beijing 100081, Peoples R China
[2] Beijing Inst Technol, Inst Large Struct Adv Ind Equipment, Zhuhai 519088, Peoples R China
来源
PARTICUOLOGY | 2025年 / 100卷
基金
中国国家自然科学基金;
关键词
Granular flow; Obstacle; mu(I) rheology; Interaction; FREE-SURFACE FLOW; DEBRIS-FLOW; COMPLEX TOPOGRAPHY; SIMULATION; MOTION; DYNAMICS; MASS; LAW;
D O I
10.1016/j.partic.2025.03.008
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
Granular flow is prevalent in natural disasters such as landslides and avalanches. Investigating the impact characteristics and load variations of granular flows on structures is vital for disaster prevention and mitigation. This study employs a three-dimensional continuum model combined with the Volume of Fluid method, treating the particle phase as a non-Newtonian fluid based on the m(I) constitutive model. A numerical solver for non-Newtonian two-phase flow capable of describing granular flows on complex terrains has been implemented. Through simulations of a typical laboratory-scale three-dimensional granular column collapse problem, we present spreading processes and deposition distributions which agree with the experimental results, thereby validating the effectiveness of our numerical approach. Using this model, we examine the dynamic interactions between granular flows and single hemispherical obstacles on steep terrains. The predictions regarding depth-time curves at several critical probes and final deposition profiles demonstrate superior accuracy compared to previous forecasts based on depth-averaged models. Additionally, an analysis of the evolution of impact forces exerted by granular flows on obstacles reveals that shoulder obstacles can significantly mitigate impact forces within primary flow regions. We also give the plugging characteristics of the granular flow near the front of the obstacles. In contrast to traditional depth integration models, our methodology offers enhanced insights into three-dimensional flow dynamics and loading characteristics, providing valuable references for disaster prediction and assessment in practical engineering. (c) 2025 Chinese Society of Particuology and Institute of Process Engineering, Chinese Academy of Sciences. Published by Elsevier B.V. All rights are reserved, including those for text and data mining, AI training, and similar technologies.
引用
收藏
页码:116 / 127
页数:12
相关论文
共 41 条
[1]   Partial regularisation of the incompressible μ(I)-rheologyfor granular flow [J].
Barker, T. ;
Gray, J. M. N. T. .
JOURNAL OF FLUID MECHANICS, 2017, 828 :5-32
[2]   Numerical analysis of effect of baffle configuration on impact force exerted from rock avalanches [J].
Bi, YuZhang ;
Du, YanJun ;
He, SiMing ;
Sun, XinPo ;
Wang, DongPo ;
Li, XinPo ;
Liang, Heng ;
Wu, Yong .
LANDSLIDES, 2018, 15 (05) :1029-1043
[3]   DEM assessment of impact forces of dry granular masses on rigid barriers [J].
Calvetti, Francesco ;
di Prisco, Claudio Giulio ;
Vairaktaris, Emmanouil .
ACTA GEOTECHNICA, 2017, 12 (01) :129-144
[4]   2D dry granular free-surface flow over complex topography with obstacles. Part I: experimental study using a consumer-grade RGB-D sensor [J].
Caviedes-Voullieme, Daniel ;
Juez, Carmelo ;
Murillo, Javier ;
Garcia-Navarro, Pilar .
COMPUTERS & GEOSCIENCES, 2014, 73 :177-197
[5]   Flume investigation of landslide debris-resisting baffles [J].
Choi, C. E. ;
Ng, C. W. W. ;
Song, D. ;
Kwan, J. H. S. ;
Shiu, H. Y. K. ;
Ho, K. K. S. ;
Koo, R. C. H. .
CANADIAN GEOTECHNICAL JOURNAL, 2014, 51 (05) :540-553
[6]   Strong oblique shock waves in granular free-surface flows [J].
Cui, X. .
PHYSICS OF FLUIDS, 2021, 33 (08)
[7]   Gravity-driven granular free-surface flow around a circular cylinder [J].
Cui, X. ;
Gray, J. M. N. T. .
JOURNAL OF FLUID MECHANICS, 2013, 720 :314-337
[8]   Full two-dimensional rapid chute flows of simple viscoplastic granular materials with a pressure-dependent dynamic slip-velocity and their numerical simulations [J].
Domnik, Birte ;
Pudasaini, Shiva P. .
JOURNAL OF NON-NEWTONIAN FLUID MECHANICS, 2012, 173 :72-86
[9]   Frictional-dilatancy effect in the description of immersed granular motion [J].
Fei, Jianbo ;
Liu, Zhihao ;
Khalid, Muhammad Irslan ;
Jie, Yuxin ;
Chen, Xiangsheng .
POWDER TECHNOLOGY, 2024, 431
[10]   Energy dissipative braking structures for avalanches evaluated by a full avalanche dynamic model [J].
Fei, Jianbo ;
Liu, Zhankui ;
Ou, Fanyi ;
Jie, Yuxin .
GRANULAR MATTER, 2023, 25 (04)