Research on grids width of herringbone water-sediment separation structure for debris flow defense

被引:0
|
作者
Xie T. [1 ]
Wei F. [2 ]
Yang H. [2 ]
Xie X. [2 ]
机构
[1] Institute of Geotechnical Engineering, Chongqing Jiaotong University, Chongqing
[2] Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu
来源
Wei, Fangqiang (fqwei@imde.ac.cn) | 2016年 / Science Press卷 / 51期
关键词
Debris flow; Model test; Prevention engineering; Structure dimension; Water-sediment separation;
D O I
10.3969/j.issn.0258-2724.2016.04.017
中图分类号
学科分类号
摘要
A new herringbone water-sediment separation structure was designed to separate coarse sediment from debris flow. The width of water-sediment separation grids is key to separation effectiveness. A formula for grids width was proposed by theoretical analysis, A optimal width discriminant of grids was gived by theoretical analysis, that is, the movement time of sediment larger than design separation diameter sliding down grids is equals to that of the residual debris getting through grids. And then, model tests were developed to revise the formula. Only gravitational effect is considered, based on the above analysis, the theoretical formula consisting of the width and depth of overflow gate and the incline angle of grids is established. Tests results demonstrate that measured values are 1.53 times larger than theoretical ones, and the correlation coefficient is 0.93. The coefficient can be used to revise theoretical models. © 2016, Editorial Department of Journal of Southwest Jiaotong University. All right reserved.
引用
收藏
页码:721 / 728
页数:7
相关论文
共 19 条
  • [1] Chen X., Cui P., You Y., Et al., Layout methods of control works preventing large scale debris flows in Wenchuan earthquake area, Journal of Hydraulic Engineering, 44, 5, pp. 586-593, (2013)
  • [2] Matthias J., Hungr O., Debris-flow Hazards and Related Phenomena, pp. 445-487, (2005)
  • [3] Genichiro O., Mizuyama T., Matsumura K., Current practices in the design and evaluation of steel sabo facilities in Japan, Internationales Symposion Interpraevent 2004, pp. VII/253-VII/264, (2004)
  • [4] Li D., The application of permeable dam in debris flow control, The Chinese Journal of Geological Hazard and Control, 8, 4, pp. 60-66, (1997)
  • [5] Chen X., Cui P., Liu S., Et al., Civil engineering techniques for debris flow control in national parks, The Chinese Journal of Geological Hazard and Control, 17, 2, pp. 79-84, (2006)
  • [6] Cui P., Chen X., Liu S., Et al., Techniques of debris flow prevention in national parks, Earth Science Frontiers, 14, 6, pp. 172-180, (2007)
  • [7] Xu Q., Zhang S., Li W., Et al., The 13 August 2010 catastrophic debris flows after the 2008 Wenchuan earthquake, China, Natural Hazards and Earth System Sciences, 12, pp. 201-216, (2012)
  • [8] Wu H., Huang J., Li R., Et al., Application of 3D visualization technology to debris flow control engineering of post-disaster reconstruction in Zhouqu County, Journal of Glaciology and Geocryology, 35, 2, pp. 383-385, (2013)
  • [9] Wendeler C., Mcardell B., Rickenmann D., Et al., Field testing and numerical modeling of flexible debris flow barriers, Proceedings of the Sixth International Conference on Physical Modelling in Geotechnics, pp. 1573-1578, (2006)
  • [10] He Y., Cheng M., Research on the application of flexible system to mitigation of mudflow, Research of Soil and Water Conservation, 14, 3, pp. 292-299, (2007)