Numerical Simulation for Reducing Slide Erosion in Slope-gully System by Check Dam

ZOU Bing-hua; YUAN Jie; LI Zhan-bin; LI Peng

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Numerical Simulation for Reducing Slide Erosion in Slope-gully System by Check Dam

- Numerical Simulation for Reducing Slide Erosion in Slope-gully System by Check Dam
- Bulletin of Soiland Water Conservation Vol. 32, Issue 1, Pages: 265-270(2013)
- 作者机构：
  
  1. 中国水电顾问集团成都勘测设计研究院,四川,成都,610072
  2. 西安理工大学西北水资源与环境生态教育部重点实验室,陕西,西安,710048
  3. 西安理工大学水利水电学院,陕西,西安,710048
- 作者简介：
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- Published：2013
- 稿件说明：
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ZOU Bing-hua, YUAN Jie, LI Zhan-bin, et al. Numerical Simulation for Reducing Slide Erosion in Slope-gully System by Check Dam[J]. Bulletin of Soiland Water Conservation, 2013, 32(1): 265-270.
DOI：

ZOU Bing-hua, YUAN Jie, LI Zhan-bin, et al. Numerical Simulation for Reducing Slide Erosion in Slope-gully System by Check Dam[J]. Bulletin of Soiland Water Conservation, 2013, 32(1): 265-270. DOI：

摘要

基于边坡分析软件及有限元软件

通过建立陕北绥德县关地沟4号坝上游典型坡沟系统的概化模型

应用概率统计和数值仿真分析方法

从坡沟系统的力学稳定和受力破环的角度

得到了随淤地坝坝地的逐渐淤高坡沟系统的稳定性、滑塌概率和滑塌量分别增强、减弱和减少

其随坝地淤高的变化分别满足二项式、二项式和直线规律。应用有限元强度折减法原理

对坡沟系统的应力场和位移场进行了仿真分析

指出了稳定系数最小

滑坡概率最大时坡沟系统濒临滑坡侵蚀时的最大应力和位移分布区域:(1)X方向的最大位移是沟坡中下部位垂直向坡体内约15m的范围;(2)Y方向的最大位移是从峁顶向两侧各延伸10m左右的扇形区域;(3)拉应力最大值区域是从峁顶经峁坡向沟坡坡缘线向坡体内延伸9m左右的带形区域。研究结果可为坡沟系统水土保持工程措施的配置及生物措施的实施提供有益的参考

并为评价坡沟系统的稳定性提供一定可靠度的依据。

Abstract

Based on slope analysis software and finite element software

simulation analysis method and probability statistics were applied by establishing ageneralization model of Guandigou watershed in Suide Countyof Northern Shaanxi Province that is a classical slope-gully system.Concerning on the mechanical stabilization and damage by stress in the slope-gully system

the stability

land sliding probability and land sliding amount of the slope-gully system with gradual dam land rise were enhanced

weakened and reduced

respectively.Variation of the dam land rise satisfies binomial

binomial or linear relation.The stress field and displacement field in the slope-gully system were also analyzed by FEM(finite element method)strength reduction theory.When the stability factor was the lowest

the land sliding probability was the greatest

and theslope-gully system was on the edge of sliding erosion

the maximum stress and displacement fields obtainedwere as follows:(1)The maximum displacement of Xdirection:the region about 15mperpendicular to vivoslope in the middle and lower segment of slope-gully system;(2)The maximum displacement of Ydirection:the sector region of about 10mextension from the top of mound slope to both sides;(3)The maximum region of tensile stress:strip region of about 9mvertical extension from the top of mound slope to the edgeline of gully slope

through mound slope.The result may offer valuable reference for allocating the engineering measures of soil and water conservation and implementing the biological measures

and provide a certainreliability basis for evaluating the stability of slope-gully system.

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