Study on the influence factors of landslide surge wave on the impact pressure on dam's surface

被引:0
|
作者
Li J. [1 ]
Chen J. [1 ]
Xu Q. [1 ]
Sun X. [1 ]
机构
[1] Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian
来源
| 2018年 / International Research and Training Center on Erosion and Sedimentation and China Water and Power Press卷 / 49期
关键词
Dam; Impact pressure; Landslide surge; SPH method;
D O I
10.13243/j.cnki.slxb.20170692
中图分类号
学科分类号
摘要
Slopesaround the reservoir area may be damaged by strong earthquake or rainstorm and slide into the reservoir which can induce huge surge hitting on dams. In this paper, the surge generation and propagation process and the distribution pattern of impacts on dam's surface induced by landslide surge were studied using the smoothed particle hydrodynamics (SPH) method. The influences of particle space, initial falling velocity, water depth and slider width etc. on the surge wave height and impact pressure on dam surface were analyzed. The results show that the maximum wave height decreases with the increase of the width of the landslide mass, whereas the following wave amplitudes increase and intensity of impact pressure on dam surface increase; the amplitude of surge wave increases with the increase of initial falling velocity of landslide mass, whereas when it increases to exceed a certain extent, the intensity of impact pressure does not change obviously; the amplitude of the first surge wave height decreases with the increase of water depth of the reservoir, where the maximum impact pressure and its relative position to water surface are basically unchanged © 2018, China Water Power Press. All right reserved.
引用
收藏
页码:232 / 240
页数:8
相关论文
共 6 条
  • [1] Qiu L., Two-dimensional SPH simulations of landslide-generated water waves, Journal of Hydraulic Engineering, 134, 5, pp. 668-671, (2008)
  • [2] Gomez-Gesteira M., Dalrymple R., Using a three-dimensional smoothed particle hydrodynamics method for wave impact on a tall structure, Journal of Waterway, Port, Coastal and Ocean Engineering, 130, 2, pp. 63-69, (2004)
  • [3] Amini Y., Emdad H., Farid M., A new model to solve fluid-hypo-elastic solid interaction using the smoothed particle hydrodynamics (SPH) method, European Journal of Mechanics-B/Fluids, 30, 2, pp. 184-194, (2011)
  • [4] Monaghan J.J., Gingold R.A., Shock simulation by the particle method SPH, Journal of Computational Physics, 52, 2, pp. 374-389, (1983)
  • [5] Colagrossi A., Landrini M., Numerical simulation of interfacial flows by smoothed particle hydrodynamics, Journal of Computational Physics, 191, 2, pp. 448-475, (2003)
  • [6] Yim S., Yuk D., Panizzo A., Et al., Numerical simulations of wave generation by a vertical plunger using RANS and SPH models, Journal of Waterway, Port, Coastal and Ocean Engineering, 134, 3, pp. 143-159, (2008)