考虑预报偏差的迭代式集合卡尔曼滤波在地下水水流数据同化中的应用

杨运, 吴吉春, 骆乾坤, 钱家忠. 考虑预报偏差的迭代式集合卡尔曼滤波在地下水水流数据同化中的应用[J]. 水文地质工程地质, 2022, 49(6): 13-23. doi: 10.16030/j.cnki.issn.1000-3665.202112017
引用本文: 杨运, 吴吉春, 骆乾坤, 钱家忠. 考虑预报偏差的迭代式集合卡尔曼滤波在地下水水流数据同化中的应用[J]. 水文地质工程地质, 2022, 49(6): 13-23. doi: 10.16030/j.cnki.issn.1000-3665.202112017
YANG Yun, WU Jichun, LUO Qiankun, QIAN Jiazhong. Application of the bias aware Ensemble Kalman Filter with Confirming Option (Bias-CEnKF) in groundwater flow data assimilation[J]. Hydrogeology & Engineering Geology, 2022, 49(6): 13-23. doi: 10.16030/j.cnki.issn.1000-3665.202112017
Citation: YANG Yun, WU Jichun, LUO Qiankun, QIAN Jiazhong. Application of the bias aware Ensemble Kalman Filter with Confirming Option (Bias-CEnKF) in groundwater flow data assimilation[J]. Hydrogeology & Engineering Geology, 2022, 49(6): 13-23. doi: 10.16030/j.cnki.issn.1000-3665.202112017

考虑预报偏差的迭代式集合卡尔曼滤波在地下水水流数据同化中的应用

  • 基金项目: 国家自然科学基金项目(41730856;41831289;41502226)
详细信息
    作者简介: 杨运(1986-),男,博士生,主要从事地下水数值模拟研究。E-mail:yangyun_nju@163.com
    通讯作者: 吴吉春(1968-),男,教授,博士生导师,主要从事地下水数值模拟和水资源管理研究。E-mail:jcwu@nju.edu.cn
  • 中图分类号: P641.2

Application of the bias aware Ensemble Kalman Filter with Confirming Option (Bias-CEnKF) in groundwater flow data assimilation

More Information
  • 集合卡尔曼滤波(Ensemble Kalman Filter,EnKF)方法已广泛应用于地下水水流和污染物运移模拟相关问题的求解。但前人研究多建立在同化系统预报模型是准确的基础上,忽视了模型概化的不确定性。当模型概化不准确时,将导致预报偏差,可能带来错误的系统估计。因此,文章提出考虑模型预报偏差的迭代式集合卡尔曼滤波(Bias aware Ensemble Kalman Filter with Confirming Option,Bias-CEnKF)方法。以地下水水流数据同化为例,研究模型概化存在不确定条件下,边界条件、初始条件、源汇项概化不准确时新方法的有效性。结果表明,当预报模型概化不准确时,使用标准EnKF方法进行数据同化,可能会导致滤波发散,造成同化失败。Bias-CEnKF方法不仅保留了较好的同化性能,同时减小了参数、变量、偏差项非线性关系带来的不一致性。针对文章中4种情景,Bias-CEnKF同化获得的含水层渗透系数场以及水头场均接近真实场,且预报结果可靠。本研究进一步提升了模型概化不确定时EnKF方法的适用性,为实际野外复杂条件下地下水水流数据同化问题提供了可靠的方法。

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  • 图 1  研究区初始流场与观测位置和对数渗透系数Y参考场(文献[26]有修改)

    Figure 1. 

    图 2  不同情景下含水层对数渗透系数场RMSE变化情况

    Figure 2. 

    图 3  情景1不同方法同化得到的对数渗透系数均值场

    Figure 3. 

    图 4  不同情景下含水层水头场RMSE变化情况

    Figure 4. 

    图 5  情景1代表性点水头拟合结果对比

    Figure 5. 

    图 6  不同观测点处水头预测值与实际值对比

    Figure 6. 

    图 7  预测末期y=150 m剖面上水头预测值与实际值对比

    Figure 7. 

    图 8  不同情景下Bias-CEnKF同化得到的偏差项的均值场

    Figure 8. 

    表 1  EnKF、Bias-EnKF和Bias-CEnKF同化结果对比

    Table 1.  Assimilation results of EnKF, Bias-EnKF and Bias-CEnKF

    情景YRMSEHRMSE
    EnKFBias-EnKFBias-CEnKFEnKFBias-EnKFBias-CEnKF
    情景11.700.790.751.520.630.56
    情景20.800.630.600.750.460.36
    情景31.720.680.681.100.540.48
    情景41.480.560.562.250.390.34
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出版历程
收稿日期:  2021-12-09
修回日期:  2022-01-23
刊出日期:  2022-11-15

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