[1]孙新坡,何思明,刘恩龙,等.基于SPH法的岩崩碎屑流与防护结构相互作用分析[J].山地学报,2016,(03):331-336.[doi:10.16089/j.cnki.1008-2786.000136]
　SUN Xinpo,HE Siming,LIU Enlong,et al.Analysis of Rockfall Debris-obstacle Interaction with SPH Method[J].Mountain Research,2016,(03):331-336.[doi:10.16089/j.cnki.1008-2786.000136]
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基于SPH法的岩崩碎屑流与防护结构相互作用分析()
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《山地学报》[ISSN:1008-2186/CN:51-1516]

卷:
期数:
2016年03期
页码:
331-336
栏目:
山地灾害
出版日期:
2016-06-01

文章信息/Info

Title:
Analysis of Rockfall Debris-obstacle Interaction with SPH Method
文章编号:
1008-2786-(2016)3-331-06
作者:
孙新坡1; 何思明2; 刘恩龙3; 王汝恒1
1.西南科技大学土建学院,四川 绵阳 621010;
2.中国科学院水利部成都山地灾害与环境研究所,四川 成都 610041;
3.四川大学 水利水电学院,四川 成都610065
Author(s):
SUN Xinpo1;  HE Siming2;  LIU Enlong3;  WANG Ruheng1
1.Southwest University of Science and Technology, Mianyang 621010,Sichuan,China;
2.Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu 610041, China;
3.College of Water Resources and Hydropower, Sichuan University, Chengdu 610065, China
关键词:
岩崩碎屑流;  牛顿流体;  防护结构;  黏度;  SPH
Keywords:
Rockfall debris flow;  Newtonian fluid;  Obstacle;  viscosity;  SPH
分类号:
P642,21
DOI:
10.16089/j.cnki.1008-2786.000136
文献标志码:
A
摘要:
基于SPH(光滑粒子动力学法)开展岩崩碎屑流与防护结构相互作用研究,并与干颗粒材料的水槽流砂试验进行验证分析,在此基础上优化防护结构设计。结果表明:岩崩碎屑流的运动和堆积受水槽的倾角和挡板的影响,挡板高度较小时,挡板对颗粒物质的堆积影响很小,颗粒物质较易翻越挡板,继续向前运动堆积,挡板后部几乎形不成保护带,而伴随挡板高度增加,更多的颗粒不能轻易越过挡板,大部分从挡板两侧越过,在挡板后形成一个保护带。水槽的挡板周围碎屑流沿深度部面的速度图伴随深度变化而变化。研究结果可为山区岩崩滚石灾害多发带防护结构设计提供技术依据。
Abstract:
This paper investigates the interaction action between rapid rockfall debris flow and an obstacle. Smoothed particle hydrodynamics(SPH)is used to simulate the flow regimes observed in laboratory experiments. The relationship between the particle properties and the overall flow behavior is obtained by using SPH with Newtonian Fluid contact model. The debris body movement and its accumulation are affected by the inclination of chutes and dams of state. As a dam height is small, it has little impact on the accumulation of particles,and particles easily across the board,and then continue to move forward. Protection zone are almost not formed behind the dam, and with the increase of dam height, more particles cannot be easily cross dam, most instead, cross from the dam side behind the dam form a protective belt. The velocity depth-profiles around the obstacles are not uniform which varies with depths. The numerical results are compared with laboratory experiments of chute flow with dry granular material. Some important model parameters are obtained, which can be used to optimize defense structures in mountain regions.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期(Received date):2015-04-07; 改回日期(Accepted): 2015-05-14。
基金项目(Foundation item):国家自然科学基金资助项目:岩崩灾害颗粒分选机理与易损性定量评价(41472325); 西南科技大学博士基金:大型地震滑坡动力过程与危害研究(12zx7124); 国家自然科学基金资助项目:岩土体与下垫面对降雨滑坡运动参数的作用机制及主控关系(41272297)。[NSFC: The particle separation mechanism of rockfall hazards and the quantitative evaluation of vulnerability(41472325); Doctoriate fund of Southwest university of science and technology: Large Earthquake Landslide Dynamic Process and Hazards Research(12zx7124); NSFC: The action mechanism and main control relationship of rainfalllandslide movement parameters based on rock-soil mass and underlying(41272297).]
作者简介(Biography):孙新坡(1978-),男,河北人,讲师,博士,主要从事山地灾害形成机理及防治技术研究。[Sun Xinpo(1978-),man,Hebei,lecturer,Ph.D, Mainly engaged in mountain disaster formation mechanism and control technology.] E-mail:xinpo2008@sina.com.cn
更新日期/Last Update: 2016-05-30