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      基于透明土与PLIF技术的多孔介质入渗颗粒沉积试验研究

      Experimental study on infiltrating particle deposition in porous media using transparent soil and PLIF technology

      • 摘要: 颗粒随渗流迁移进入饱和多孔介质基层,并在基层中更大颗粒的孔隙中沉积,研究这一现象及其分布规律对于回灌地下水、水利堤坝安全等具有重要意义。采用基于透明土和平面激光诱导荧光(PLIF)技术的自制试验系统以及图像阈值分割技术,开展了以基层填料粒径为试验变量的颗粒沉积试验,直观定量地揭示了多孔介质中入渗颗粒沉积的分布演化。结果表明:在所选粒径范围内(粒径比为67.8~118.6),主要沉积区域表现出首先表层富集、再逐渐往更深处发展的规律,随着基层填料粒径增大,沉积达到稳定所需的时间也会增加。研究成果可为多孔介质内颗粒沉积分布的实时动态监测提供参考。

         

        Abstract: Particles migrate with seepage flow into the saturated porous base medium and deposit in the pores of larger particles within the base, a phenomenon and distribution pattern that holds significant importance for engineering practices such as groundwater recharge and dam safety.Using a self-developed experimental system based on transparent soil, Planar Laser-Induced Fluorescence (PLIF) technology and greyscale threshold processing method, a series of particle deposition experiments were conducted with the base filler particle size as the variable.These experiments visually and quantitatively revealed the spatio-temporal evolution of the deposition distribution of infiltrating particles within porous media.The preliminary results showed that within the selected particle size range (particle size ratio of 67.8 to 118.6), the deposition occurred at the shallow depth first, then extended to deeper position, and as the particle size of the base soil increased, the time required for deposition to reach stability was also prolonged.The research result can provide a reference for the real-time monitoring of particle deposition distribution in porous media.

         

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