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    阙云, 翁斌, 蔡松林, 陈嘉. 基于透明土技术的非饱和均匀流运移机理分析[J]. 应用基础与工程科学学报, 2023, 31(4): 946-960. DOI: 10.16058/j.issn.1005-0930.2023.04.012
    引用本文: 阙云, 翁斌, 蔡松林, 陈嘉. 基于透明土技术的非饱和均匀流运移机理分析[J]. 应用基础与工程科学学报, 2023, 31(4): 946-960. DOI: 10.16058/j.issn.1005-0930.2023.04.012
    QUE Yun, WENG Bin, CAI Songlin, CHEN Jia. Mechanism Analysis of Unsaturated Homogeneous Flow Migration Based on Transparent Soil Technology[J]. Journal of Basic Science and Engineering, 2023, 31(4): 946-960. DOI: 10.16058/j.issn.1005-0930.2023.04.012
    Citation: QUE Yun, WENG Bin, CAI Songlin, CHEN Jia. Mechanism Analysis of Unsaturated Homogeneous Flow Migration Based on Transparent Soil Technology[J]. Journal of Basic Science and Engineering, 2023, 31(4): 946-960. DOI: 10.16058/j.issn.1005-0930.2023.04.012

    基于透明土技术的非饱和均匀流运移机理分析

    Mechanism Analysis of Unsaturated Homogeneous Flow Migration Based on Transparent Soil Technology

    • 摘要: 为刻画降雨入渗下土壤内部非饱和均匀流的运移特征,借助透明土试验技术开展室内模型试验,利用黑白参考点像素强度校正自由入渗透明土像素强度,并建立归一化像素强度与饱和度的函数关系,分析不同边界条件下透明土非饱和均匀入渗的特征.研究表明:可用像素强度表征非饱和透明土饱和度,模拟非饱和透明土均匀入渗过程;开放式系统排气顺利,封闭式系统入渗过程受气体阻碍,其饱和度约为开放式系统的0.8倍,湿润锋到达潜水层边界后出现饱和锋,饱和度略小于开放式系统;通气条件下湿润锋经过时孔压从0kPa逐渐上升,封气条件下流体入渗时孔压从0kPa开始上升;入渗率和累计入渗量随初始含油率的增大而减小,随输油强度的减小而减小.

       

      Abstract: For measuring the internal unsaturated soil under rainfall infiltration migration characteristics of uniform flow,with the help of a transparent soil test technology to carry out the indoor model test.Using the pixel intensity of black and white reference points to correct the pixel intensity of free infiltration transparent soil. And establish the functional relationship between normalized pixel intensity and saturation to analyze the characteristics of unsaturated uniform infiltration of transparent soil under different boundary conditions. The results show that the saturation of unsaturated transparent soil can be characterized by pixel intensity, and the uniform infiltration process of unsaturated transparent soil can be simulated. The open system exhaust smoothly, the closed system infiltration process is hindered by gas, its saturation is about 0.8 times of the open system. The saturation front appears after the wet front reaches the boundary of the phreatic layer, and the saturation is slightly lower than that of the open system. Pore pressure increases gradually from 0kPa when wet front passes under ventilation condition, and from 0kPa when fluid permeates under Sealing condition. The infiltration rate and cumulative infiltration rate decrease with the increase of initial oil content and decrease with the decrease of oil transport intensity.

       

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