| 注册
首页|期刊导航|防灾减灾工程学报|基于Rockfall数值模拟的边坡落石防护网修复加固方案研究

基于Rockfall数值模拟的边坡落石防护网修复加固方案研究

陈媛 刘然 罗常炜 孙涛 覃壮恩 侯争军 杨宝全

防灾减灾工程学报2024,Vol.44Issue(2):313-321,9.
防灾减灾工程学报2024,Vol.44Issue(2):313-321,9.DOI:10.13409/j.cnki.jdpme.20231030004

基于Rockfall数值模拟的边坡落石防护网修复加固方案研究

Study on Repair and Reinforcement Strategies for Rockfall Passive Protective Network Based on Rockfall Numerical Simulation

陈媛 1刘然 1罗常炜 1孙涛 2覃壮恩 3侯争军 4杨宝全1

作者信息

  • 1. 四川大学山区河流保护与治理全国重点实验室 水利水电学院,四川 成都 610065
  • 2. 四川大学山区河流保护与治理全国重点实验室 水利水电学院,四川 成都 610065||中国电建集团华东勘测设计研究院有限公司,浙江 杭州 311122
  • 3. 中国安能集团第三工程局有限公司,四川 成都 611130
  • 4. 四川大学山区河流保护与治理全国重点实验室 水利水电学院,四川 成都 610065||成都星景智能科技有限公司,四川 成都 610073
  • 折叠

摘要

Abstract

Rockfall disasters frequently occur in the tailrace branch tunnel slope of a hydropower sta-tion,leading to partial damage to the original passive protection network and posing severe risk to the safety of the tunnel exit area during the construction and operation period.It is very urgent and neces-sary to repair and reinforce the original passive protection network.Given the steep and complex land-form,the rockfall sources could not be identified through manual survey.Therefore,high-precision UAV aerial imagery was utilized to preliminarily identify four potential hazard areas.Rockfall software was used for trajectory simulation calculations.By comparing and analyzing the simulated results with the observed rockfall landing positions and the distribution of the threatened areas,two rockfall sourc-es were identified through inverse analysis.Based on this,by analyzing the movement characteristics of these sources,a review was conducted on the reasons behind the insufficient original protection ca-pacity.It was discovered that the primary causes for rockfall disasters were the low energy level and in-adequate height of the existing protection network.Two schemes were proposed to enhance the net-work's energy level and height:in-situ repair and heightening reinforcement.The analysis results indi-cated that both schemes could effectively reduce the area threatened by rockfalls,lower the rockfall oc-currence rate,and improve movement characteristic parameters.Among them,the heightening rein-forcement scheme had a more significant protection effect,with all rockfalls being intercepted.The maximum values of rockfall's kinetic energy and bouncing height were reduced by 66.02%and 69.64%,respectively.The scheme of in-situ repair and reinforcement of the network's damaged sec-tions would be more logical and scientific when the actual site conditions and rockfall simulation results were taken into consideration.The research results provide a scientific basis for rockfall protection mea-sures of this project and serve as a reference for similar rockfall analysis and engineering design.

关键词

落石灾害/被动防护网/落石轨迹模拟/落石源确定/修复加固效果

Key words

rockfall disaster/passive protective network/rockfall trajectory simulation/rockfall source determination/repair and reinforcement effect

分类

天文与地球科学

引用本文复制引用

陈媛,刘然,罗常炜,孙涛,覃壮恩,侯争军,杨宝全..基于Rockfall数值模拟的边坡落石防护网修复加固方案研究[J].防灾减灾工程学报,2024,44(2):313-321,9.

基金项目

国家自然科学基金项目(51609163) (51609163)

西藏自治区重点研发计划(XZ202301ZY0037G)资助 (XZ202301ZY0037G)

防灾减灾工程学报

OA北大核心CSTPCD

1672-2132

访问量0
|
下载量0
段落导航相关论文