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Simulation of interactions among multiple debris flows
Authors:H X Chen  L M Zhang  L Gao  Q Yuan  T Lu  B Xiang  W L Zhuang
Institution:1.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Department of Geotechnical Engineering,Tongji University,Shanghai,China;2.Department of Civil and Environmental Engineering,The Hong Kong University of Science and Technology,Clear Water Bay,Hong Kong;3.Sichuan Xingshu Highway Construction Development Co. Ltd.,Chengdu,China;4.Sichuan Province Transportation and Communications Department,Highway Planning, Survey, Design and Research Institute,Chengdu,China
Abstract:Adjacent debris flows may interact in many ways: two or more concurrent debris flows may merge; one debris flow can run out over an existing debris flow fan. Such interactions may cause debris flow properties to change in the mixing process as well as more severe adverse effects than those caused by a single debris flow. This paper aims to investigate the interactions among channelized debris flows originated from adjacent catchments. Both concurrent and successive debris flows are considered. If several debris flows originate from different locations concurrently and merge, the volumetric sediment concentration (i.e., the ratio of the volume of solid material to the total volume of debris flow), C v, is a good index to capture the mixing process of these debris flows. The change in C v reflects where mixing occurs and the mixing degree. The debris flow properties (e.g., yield stress and dynamic viscosity) evolve in the mixing process and can be captured by the change in C v. The debris flow with a larger volume dominates the mixing process, and the properties of the mixed debris flow are more similar to those of the larger debris flow. The inundated areas and runout distances of successive debris flows are smaller than those of concurrent debris flows of the same total volume due to the smaller scales of the individual events and blockage by the earlier debris flows. However, the deposit depth in the interacting part of the debris flow fans of successive debris flows can be much larger than that of concurrent debris flows, leading to more destructive cascading hazards (e.g., the formation of debris barrier lakes). The sequence of successive debris flows not only significantly influences the runout characteristics of the debris flows but also substantially affects the cascading hazards.
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