在考虑可变质量效应的情况下,对石崩柱漏不稳定的灾难性机制进行数值研究
Cao Zhengzheng1, Zhang Shuaiyang1, Li Zhenhua2,3
1International Joint Research Laboratory of Henan Province for Underground Space Development and Disaster Prevention, School of Civil Engineering, Henan Polytechnic University, Jiaozuo, 454000, Henan, China.
Scientific reports
|June 17, 2024
概括
由于可变质量效应,石崩塌柱容易发生水冲入. 增加的均性,水压和初始孔隙性增加了透,导致不稳定性和潜在事故.
科学领域:
- 地质技术工程 地质技术工程
- 水文地质学 水文地质学
- 采矿工程 采矿工程 采矿工程
背景情况:
- 由于潜在的水冲入,石崩塌柱在采矿操作中带来了重大风险.
- 了解漏不稳定性对于防止地下矿山发生灾难性洪水至关重要.
研究的目的:
- 以考虑可变质量效应,揭示了漏不稳定性在石崩柱中的机制.
- 建立一个流体 - 固体合机械模型,用于在异质崩柱中的水冲进.
主要方法:
- 开发了一种可变质量流体-固体合机械模型.
- 利用韦布尔分布理论来描述岩石质量异质性.
- 雇佣了COMSOL多物理,用于漏特征的数值模拟.
主要成果:
- 较高的均性导致更多的水导通道和增加的多孔性,导致水冲进.
- 升高的水压会显著增加孔隙性和透率,促进粒子迁移和侵蚀.
- 较大的初始孔隙性导致更高的透速度和由于粒子迁移而增强的透性.
结论:
- 卡斯特崩柱中的漏不稳定性是由均性,水压和初始孔隙性驱动的.
- 粒子迁移和侵蚀在水分转移通道的形成中起着关键作用.
- 这项研究提供了关于水冲入可变质量石崩柱的灾难性机制的见解.
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