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动水条件下单裂隙注浆浆液扩散规律研究

Study on diffusion law of grouting slurry in single fracture under moving water condition

  • 摘要: 动水条件下注浆是防治水害的有效手段。为掌握动水条件下浆液在裂隙中的扩散规律,采用多相流相场法数值计算方法,解算了动水注浆过程中动水对浆液的冲刷作用,以及浆液—水相界面、速度场分布特征,研究了裂隙倾角与动水流速对浆液扩散规律的影响。研究结果表明:动水主要沿着扩散主体两侧对浆液冲刷,使部分浆液与主体分离而造成浆液流失;浆液—水相界面受浆液自身黏度时变性的影响亦存在明显的时变性;受动水冲刷的影响,扩散主体两侧及下侧的顺水流区均存在速度突变现象;裂隙倾角与动水流速增大会增强动水对浆液的冲刷作用,进而影响浆液的扩散。研究结果可为动水注浆理论和工程实践提供技术参考。

     

    Abstract: Grouting is an effective means to prevent and control water damage under moving water condition. In order to master the diffusion law of slurry in fracture under moving water condition, the numerical calculation method of multiphase flow phase field method was adopted. In the process of moving water grouting, the flushing effect of moving water on slurry, the slurry - water interface and the distribution characteristics of velocity field were solved, and the effects of fissure angle and moving water velocity on slurry diffusion were studied. The results show that: moving water mainly scour the slurry along both sides of the diffusion body, separating part of the slurry from the main body and causing the slurry loss; the slurry-water interface also has obvious time-varying due to the time-varying viscosity of the slurry-water interface; under the influence of moving water scouring, the velocity mutation phenomenon exists in the downstream flow zone on both sides and the lower side of the diffusion main body; the increase of fracture angle and velocity of moving water will enhance the scour effect of moving water on slurry, and then affect the diffusion of slurry. The conclusion can provide technical reference for the theory and engineering practice of moving water grouting.

     

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