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水力类泥石流冲出规模模拟实验
引用本文:屈永平,唐川,崔晓飞,杨特波.水力类泥石流冲出规模模拟实验[J].地质灾害与环境保护,2012,23(2):107-112.
作者姓名:屈永平  唐川  崔晓飞  杨特波
作者单位:1. 成都理工大学地质灾害防治与地质环境保护国家重点实验室,成都,610059
2. 中国地质大学(北京)能源学院,北京,100083
摘    要:在物源条件一定的情况下,通过实验模拟,研究水力类泥石流在不同流速、流量和纵比降组合条件下的沟道启动、揭底机理和运动特征。用Herschel-ulkley模型分析泥石流运动时的受力情况,整理实验数据获得侵蚀高度与纵比降的关系和流量与揭底距离的关系。

关 键 词:贵州  水力类泥石流  实验模拟  启动机理

SIMULATION EXPERIMENT ON HYDRAULIC DEBRIS FLOWS
Qu Yong-ping , Tang Chuan , Cui Xiao-fei , Yang Te-bo.SIMULATION EXPERIMENT ON HYDRAULIC DEBRIS FLOWS[J].Journal of Geological Hazards and Environment Preservation,2012,23(2):107-112.
Authors:Qu Yong-ping  Tang Chuan  Cui Xiao-fei  Yang Te-bo
Institution:1.State Key Laboratory of Geo-hazard Prevention & Geo-environment Protection,Chengdu University of Technology,Chengdu 610059,China;2.College of Energy,China University of Geosciences,Beijing 100083,China)
Abstract:With certain rock material,hydraulic debris flow was simulated to explore the gulch-start,bottom-scour and motion characteristics at different combinations of flow velocity,flow quantity and vertical gradient.And Herschel-Bulkley Model was used to analyze forces exerted as the debris flow moves.The experimental data treatment resulted in the relation of bottom-scour to flow quantity and that of erosion depth to vertical gradient.
Keywords:Guizhou  hydraulic debris flow  experimental simulation  start mechanism
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