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    非饱和土中溶质迁移参数反演的HISR方法

    崔凯 李兴斯 李宝元

    崔凯, 李兴斯, 李宝元, 2004. 非饱和土中溶质迁移参数反演的HISR方法. 地球科学, 29(2): 247-252.
    引用本文: 崔凯, 李兴斯, 李宝元, 2004. 非饱和土中溶质迁移参数反演的HISR方法. 地球科学, 29(2): 247-252.
    CUI Kai, LI Xing-si, LI Bao-yuan, 2004. HISR Method for Parameter Inversion of Solute Transport through Unsaturated Soils. Earth Science, 29(2): 247-252.
    Citation: CUI Kai, LI Xing-si, LI Bao-yuan, 2004. HISR Method for Parameter Inversion of Solute Transport through Unsaturated Soils. Earth Science, 29(2): 247-252.

    非饱和土中溶质迁移参数反演的HISR方法

    基金项目: 

    国家重点基础性研究发展规划项目 G1999032805

    国家重点基础性研究发展规划项目 G1999032805

    详细信息
      作者简介:

      崔凯(1973-), 男, 博士, 主要从事非线性反演问题求解、地下水及土壤中污染物参数识别、非线性优化等方面的研究

    • 中图分类号: P64

    HISR Method for Parameter Inversion of Solute Transport through Unsaturated Soils

    • 摘要: 以非饱和土中溶质迁移参数反演问题为背景, 依据正则化方法的思路, 以Itakura Saito距离作为同伦函数中的平凡问题, 将同伦方法引入非线性参数反演问题的求解, 进而提出一种求解非线性参数反演问题的大范围收敛(HomotoyItakura SaitoRegularization, HISR) 方法.为保证迭代稳定性, 并同时削弱观测噪声的影响, 同伦参数的修正采用了连续化修正方法.本文将HISR方法应用于求解带有平衡及非平衡吸附效应的一维非饱和土中溶质迁移参数反演问题, 计算结果表明HISR方法具有大范围收敛性及计算稳健性, 同时有较强的抵抗观测噪声的能力.

       

    • 图  1  实验室土柱实验(a) 及穿透曲线(b) 示意图

      Fig.  1.  Sketch map of laboratory soils column experiment (a) and breakthrough curve (BTC) (b)

      图  1  实验室土柱实验(a) 及穿透曲线(b) 示意图

      Fig.  1.  Sketch map of laboratory soils column experiment (a) and breakthrough curve (BTC) (b)

      图  2  模拟实验穿透曲线(○)、反演穿透曲线(实线) 与真实穿透曲线(虚线) 的拟合

      a.噪声强度为4%;b.噪声强度为8%;c.噪声强度为10%;d.噪声强度为15%

      Fig.  2.  BTCs fitting of simulated experimental results, inverse results and true results

      图  2  模拟实验穿透曲线(○)、反演穿透曲线(实线) 与真实穿透曲线(虚线) 的拟合

      a.噪声强度为4%;b.噪声强度为8%;c.噪声强度为10%;d.噪声强度为15%

      Fig.  2.  BTCs fitting of simulated experimental results, inverse results and true results

      表  1  模拟实验参数数值

      Table  1.   Value of simulated experimental parameters

      表  1  模拟实验参数数值

      Table  1.   Value of simulated experimental parameters

      表  2  不同初始值时的参数反演结果

      Table  2.   Numerical inversion results for different initial values of parameters

      表  2  不同初始值时的参数反演结果

      Table  2.   Numerical inversion results for different initial values of parameters

      表  3  不同噪声强度下的反演结果

      Table  3.   Numerical inversion value for different noise levels

      表  3  不同噪声强度下的反演结果

      Table  3.   Numerical inversion value for different noise levels

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    出版历程
    • 收稿日期:  2003-09-09
    • 刊出日期:  2004-03-25

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