Energy transfer mechanisms in flow-like landslide processes in deep valleys

被引:9
|
作者
Luo, H. Y. [1 ]
Zhang, L. M. [1 ,2 ]
He, J. [1 ]
Yin, K. S. [1 ]
Wang, H. J. [1 ]
Zhou, Gordon G. D. [3 ]
Peng, M. [4 ]
Cheng, Q. G. [5 ,6 ]
机构
[1] Hong Kong Univ Sci & Technol, Dept Civil & Environm Engn, Clear Water Bay, Hong Kong, Peoples R China
[2] HKUST Shenzhen Hong Kong Collaborat Innovat Res In, Shenzhen, Peoples R China
[3] Chinese Acad Sci, Inst Mt Hazards & Environm, Chengdu, Peoples R China
[4] Tongji Univ, Coll Civil Engn, Dept Geotech Engn, Shanghai, Peoples R China
[5] Southwest Jiaotong Univ, Dept Geol Engn, Chengdu, Peoples R China
[6] Minist Educ, Key Lab High Speed Railway Engn, Chengdu, Peoples R China
基金
中国国家自然科学基金;
关键词
Landslides; Debris flows; Landslide-river interaction; Energy transfer; Energy conservation; DEBRIS FLOWS; JINSHA RIVER; MODEL; SIMULATION; SICHUAN;
D O I
10.1016/j.enggeo.2022.106798
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A large-scale landslide in a deep valley often travels a long distance. The moving landslide debris impacts into the valley and interacts with the river and the opposite side of the valley. In the landslide movement process, energy, mass and momentum transfers inevitably take place. An in-depth study of energy and mass transfer mechanisms in various types of flow-like landslides will provide a scientific basis for developing energy criteria for evaluating landslide hazard chains and mitigation measures. In this study, a coupled DEM-ALE method is used to system-atically evaluate the energy transfer mechanisms in landslides of various solid concentrations. The landslide dynamics involving river damming can be divided into three stages: the travel stage, the interaction stage, and the deposition stage. Kinetic energy is dominant in the travel stage but the frictional energy dissipation increases rapidly in the interaction stage. In the deposition stage, the kinetic energy changes to other energy components. The energy transfer mechanisms differ in different types of landslides. The kinetic energy of the fluid phase is mainly dissipated by viscosity shearing and turbulence, which is less efficient than internal and boundary fric-tional dissipations in the solid phase. The fraction of friction-dissipated energy increases with the solid con-centration of the landslide mixture. Most of the remaining energy is dissipated by turbulence. Kinetic energy is the main energy transfer component during the landslide-river interaction. Flows of lower solid concentrations, e.g., debris flows, impact larger areas but are less likely to block a river.
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页数:12
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