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2015, 01, v.46;No.495 99-102
基于数值模拟分析的土石坝泄洪与蓄水过程安全预测
基金项目(Foundation): 国家重点基础研究发展计划(“973”计划)前期研究专项课题“大型水电工程库岸边坡致灾机理及稳定评价理论研究”(2012CB 426502);; 三峡大学土木与建筑学院硕士论文培优基金(PY201409)
邮箱(Email):
DOI: 10.13928/j.cnki.wrahe.2015.01.022
摘要:

针对土石坝在泄洪及蓄水过程中较易诱发影响其稳定性的突发事件的部分因素,利用数值分析法模拟了其作用机理,找出了一些可利用的规律。据此,可在不知泄洪或蓄水可能在某一状态会带来不良后果的情况下去预测坝体在水位达到一定高度时的破坏状态,旨在为工程提供一定的加固依据,达到防灾减灾的目的。同时,利用有限元分析方法分析可能的危险状态下坝体内部系统作用状态,从理论上进一步验证在该状态下的坝体稳定状况。

Abstract:

For a part of the factors those are prone to induce some sudden events which impact the stability of earth-rock filled dam during its flood discharge and water impoundment,their effect mechanisms are simulated herein with the numerical analysis and then some available laws are found out. On the basis of this,the damaged state of the dam body can be predicted under the condition that adverse consequences are unknown to be caused by the discharge or water impoundment under a certain status,when water level reaches to a certain height,so as to lay a certain basis for strengthening the project concerned and get the target of disaster prevention and mitigation. Meanwhile,the status of the internal system effect of the dam body under a possible dangerous condition is analyzed with the finite element method and the stability of the dam body under the condition is further theoretically verified as well.

基本信息:

DOI:10.13928/j.cnki.wrahe.2015.01.022

中图分类号:TV641;TV698.1

引用信息:

[1]汤开宇,王乐华,龚家伟,等.基于数值模拟分析的土石坝泄洪与蓄水过程安全预测[J].水利水电技术,2015,46(01):99-102.DOI:10.13928/j.cnki.wrahe.2015.01.022.

基金信息:

国家重点基础研究发展计划(“973”计划)前期研究专项课题“大型水电工程库岸边坡致灾机理及稳定评价理论研究”(2012CB 426502);; 三峡大学土木与建筑学院硕士论文培优基金(PY201409)

发布时间:

2015-01-20

出版时间:

2015-01-20

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