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地质统计学在含水层参数空间变异研究中的应用进展与发展趋势

薛佩佩 文章 梁杏

薛佩佩, 文章, 梁杏. 地质统计学在含水层参数空间变异研究中的应用进展与发展趋势[J]. 地质科技通报, 2022, 41(1): 209-222. doi: 10.19509/j.cnki.dzkq.2022.0015
引用本文: 薛佩佩, 文章, 梁杏. 地质统计学在含水层参数空间变异研究中的应用进展与发展趋势[J]. 地质科技通报, 2022, 41(1): 209-222. doi: 10.19509/j.cnki.dzkq.2022.0015
Xue Peipei, Wen Zhang, Liang Xing. Application and development trend of geostatistics in the research of spatial variation of aquifer parameters[J]. Bulletin of Geological Science and Technology, 2022, 41(1): 209-222. doi: 10.19509/j.cnki.dzkq.2022.0015
Citation: Xue Peipei, Wen Zhang, Liang Xing. Application and development trend of geostatistics in the research of spatial variation of aquifer parameters[J]. Bulletin of Geological Science and Technology, 2022, 41(1): 209-222. doi: 10.19509/j.cnki.dzkq.2022.0015

地质统计学在含水层参数空间变异研究中的应用进展与发展趋势

doi: 10.19509/j.cnki.dzkq.2022.0015
基金项目: 

国家自然科学基金项目 42022018

国家自然科学基金项目 41772259

详细信息
    作者简介:

    薛佩佩(1992-), 女, 现正攻读地下水科学与工程专业博士学位, 主要从事随机水文地质研究工作。E-mail: xpp@cug.edu.cn

    通讯作者:

    文章(1982-), 男, 教授, 博士生导师, 主要从事地下水与溶质运移数值模拟研究工作。E-mail: wenz@cug.edu.cn

  • 中图分类号: TP31;P641

Application and development trend of geostatistics in the research of spatial variation of aquifer parameters

  • 摘要: 科学合理评价地下水资源,对统筹规划、合理开发利用区域地下水,保障区域生态环境安全至关重要。获取含水层参数空间变异规律是解决地下水渗流、污染物运移、地下水开发利用等诸多地下水问题的重要基础。然而,受常规勘察技术所限,含水层非均质性难以直接刻画。两点地质统计学通过变异函数确定随机变量相关关系,解决地质变量空间线性估计并表征其各向异性;多点地质统计学突破了空间两点间相关关系的局限,通过多点训练图像建模,有效反映含水层参数变量空间分布特征,也更适合模拟复杂结构地质体。据此,本文对常用的两点地质统计学在含水层参数空间变异研究中的实际应用作了简述和探讨,并以含水层渗透系数为媒介,阐述了岩土电阻率和水力梯度或水头与渗透系数在地质统计学中运用的限制性协同关系。应用对比了多点地质统计建模与传统地质统计建模相比所具有的优势,并探讨了后者受自身算法、建模方法等制约现如今仍然尚未解决的问题及未来发展方向。指出在卫星、雷达及遥感技术快速发展背景下,数据同化、机器学习等手段融合、集成和尺度推绎多源、多空间、多分辨率空间数据帮助地质统计学实现数值建模是大势所趋。

     

  • 图 1  特异值出现的变异函数

    γK(x, h)为区域化变量K(x)在x方向上的变异函数

    Figure 1.  Graph of variogram with singular values

    图 2  OK法估值与观测值对比分析(据文献[63]修改)

    Figure 2.  Comparative and analysis of valuation and observed values with OK method

    图 3  对数渗透系数OK法估值效果与观测数据累计概率分布曲线对比[64]

    Figure 3.  Comparison of curves of the cumalative probability distribution of valuation and observed values with logarithm permeability coefficient OK method

    图 4  岩土电阻率和含水层渗透系数关系(据文献[77]修改)

    Figure 4.  Relationship between rock resistivity and aquifer hydraulic conductivity

    图 5  典型水文地质剖面概化图 1

    Figure 5.  Conceptual diagram of typical hydrogeological section 1

    图 6  不同岩性渗透系数K与水力梯度I关系曲线[83]

    Figure 6.  Relationship between permeability coefficient (K) and hydraulic gradient (I) of different lithologies

    图 7  典型水文地质剖面概化图 2

    Figure 7.  Conceptual diagram of typical hydrogeological section 2

    图 8  两点与多点地质统计学方法示意图[98]

    h为两点统计建模中已知点与未知点间距;h1~h4为多点统计建模中已知点与未知点间距

    Figure 8.  Diagram of bi-point and multipoint geostatistical method

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  • 收稿日期:  2021-10-19
  • 网络出版日期:  2022-03-02

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