中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
A numerical model of debris flows with the Voellmy model over a real terrain

文献类型:期刊论文

作者Tang, Jinbo2,3; Cui, Peng1,2,3; Wang, Hao1; Li, Yao2,3
刊名LANDSLIDES
出版日期2022-12-15
页码16
ISSN号1612-510X
关键词Debris flow Propagation process Numerical simulation Voellmy model Tianmo gully
DOI10.1007/s10346-022-01987-4
通讯作者Cui, Peng(pengcui@imde.ac.cn)
英文摘要In this paper, a depth-averaged numerical model is proposed to simulate the propagation of debris flows. To understand the dynamical features of debris flows, the granular-liquid mixture model is employed, where the resistance of liquid constituent consisting of water and fine particles is described by Herschel-Bulkley rheology, and the resistance of granular constituent involving the coarse particles is formulated by the Voellmy model. An Eulerian leapfrog finite difference scheme is employed to numerically solve the governing equations of debris flows. Several idealized dam break problems are numerically implemented to test the accuracy and stability of the numerical scheme, and good agreement with the analytical solutions is found. Furthermore, the experiment carried out by Iverson (2010) is numerically implemented in this study to validate the proposed model, and the results are in good agreement. Then, a typical debris flow in Tianmo gully in Tibet, China, is numerically analyzed based on the proposed model. The results show that several details of the motion of debris flows over a real terrain can be accurately predicted by the proposed model. The comparisons between the basal Coulomb friction model and the Voellmy model show that the mobility of debris flows can be overestimated when only the Coulomb friction model is employed. An analysis based on the unsteady motion of a uniform mass indicates that Voellmy resistance can rescue the issue in regard to the absence of resistance of the granular component due to fully liquefied states. Finally, the influence of the rheology of liquid slurry on the motion of debris flows is analyzed, and the results demonstrate that the basal resistances caused by the liquid slurry were very small relative to the basal resistances caused by granular constituent.
WOS关键词FLUIDIZED GRANULAR MASSES ; ROCK AVALANCHE ; MUD FLOW ; SIMULATION ; BEHAVIOR ; SEGREGATION ; LANDSLIDES ; INITIATION ; RHEOLOGY ; SIZE
资助项目National Natural Science Foundation of China[41941017] ; National Natural Science Foundation of China[U20A20112] ; Key Research Program of Frontier Sciences, CAS[QYZDY-SSW-DQC006]
WOS研究方向Engineering ; Geology
语种英语
出版者SPRINGER HEIDELBERG
WOS记录号WOS:000899168100001
资助机构National Natural Science Foundation of China ; Key Research Program of Frontier Sciences, CAS
源URL[http://ir.igsnrr.ac.cn/handle/311030/188365]  
专题中国科学院地理科学与资源研究所
通讯作者Cui, Peng
作者单位1.Chinese Acad Sci, Inst Geog Sci & Nat Resources Res, Beijing 100101, Peoples R China
2.Minist Water Conservancy & Power, Chengdu 610041, Peoples R China
3.Chinese Acad Sci, Inst Mt Hazards & Environm, Key Lab Mt Hazards & Earth Surface Proc, Chengdu 610041, Peoples R China
推荐引用方式
GB/T 7714
Tang, Jinbo,Cui, Peng,Wang, Hao,et al. A numerical model of debris flows with the Voellmy model over a real terrain[J]. LANDSLIDES,2022:16.
APA Tang, Jinbo,Cui, Peng,Wang, Hao,&Li, Yao.(2022).A numerical model of debris flows with the Voellmy model over a real terrain.LANDSLIDES,16.
MLA Tang, Jinbo,et al."A numerical model of debris flows with the Voellmy model over a real terrain".LANDSLIDES (2022):16.

入库方式: OAI收割

来源:地理科学与资源研究所

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