首页|某水库水位变化对库区围堰坝体边坡稳定性的影响

某水库水位变化对库区围堰坝体边坡稳定性的影响

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为查明水库围堰边坡设计的合理性及水位变化对边坡稳定性的影响,基于 FLAC3D数值模拟软件,针对百色市某水库建立三维模型,模拟了围堰边坡在水位下降、水位上升和基坑排水 3 种情景下的变形情况,分析了水位变化对边坡稳定性的影响.结果表明,围堰边坡上游一、二级台阶及下游二级台阶区域易发生较大变形;库水位下降引起各监测点水平位移为 40~230 mm、竖向位移为 260~390 mm,库水位上升引起各监测点水平位移为 60~360 mm、竖向位移约为 150 mm,基坑排水引起各监测点水平位移为 580~600 mm、竖向位移为 21~57 mm,对围堰边坡变形的影响大小依次为基坑排水>库水位下降>库水位上升;边坡安全系数与水位变化呈正相关关系,安全系数增量随水位上升先增大后减小.研究结果为边坡设计和防护提供了理论依据.
Influence of Water Level Variation of A Certain Reservoir on Stability of Cofferdam Slope
In order to find out the rationality of reservoir cofferdam slope design and the influence of water level change on slope stability,based on FLAC3D numerical simulation software,a three-dimensional model of a certain reser-voir in Baise City was established to simulate the deformation of cofferdam slope under three working conditions of water level decline,water level rise and foundation pit drainage,and the influence of water level change on slope stability was analyzed.The results show that the first and second steps in the upper reaches and the second steps in the lower reaches of the cofferdam slope are prone to large deformation.The horizontal displacement of each monitoring point is 40-230 mm and the vertical displacement is 260-390 mm when the water level of the reservoir drops;The horizontal displacement of each monitoring point is 60-360 mm and the vertical displacement is about 150 mm when the water level of the reservoir rises;The horizontal displacement of each monitoring point is 580-600 mm and the vertical displacement is 21-57 mm when the foun-dation pit drains.The influence on the deformation of cofferdam slope is in the order of foundation pit drainage>reser-voir water level decrease>reservoir water level rise.The safety factor of slope is positively correlated with the water level.The increment of safety factor first increases and then decreases with the water level rising.The research provides a theoretical basis for slope design and protection.

cofferdam slopeFLAC3Dwater level changeslope stability

施学铭、魏迎春、魏宇、施炳甫

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中国矿业大学(北京)地球科学与测绘工程学院,北京 100083

广西壮族自治区水利电力勘测设计研究院有限责任公司,广西 南宁 530023

围堰边坡 FLAC3D 水位变化 边坡稳定

中央高校基本科研业务费项目

2022YJSDC10

2024

水电能源科学
中国水力发电工程学会 华中科技大学 武汉国测三联水电设备有限公司

水电能源科学

CSTPCD北大核心
影响因子:0.525
ISSN:1000-7709
年,卷(期):2024.42(2)
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