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Operational real-time modeling with ensemble Kalman filter of variably saturated subsurface flow including stream-aquifer interaction and parameter updating

机译:使用集成卡尔曼滤波器对可变饱和地下流进行实时操作建模,包括流水层相互作用和参数更新

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摘要

Urban groundwater is frequently contaminated, and the exact location of the pollution spots is often unknown. Intelligent monitoring of the temporal variations in groundwater flow in such an area assists in selectively extracting groundwater of drinking water quality. Here an example from the city of Zurich (Switzerland) is shown. The monitoring strategy consists of using the ensemble Kalman filter (EnKF) for optimally combining online observations and online models for the real-time characterization of groundwater flow. We conducted numerical simulation experiments for the period January 2004 to December 2007 with a 3-D finite element model for variably saturated groundwater flow. It was found that the daily assimilation of piezometric head data with EnKF results in a better characterization of piezometric heads than does a model which is inversely calibrated with historical data but not updated in real time. The positive impact of model updating with observations can still be observed 10 days after the update. These simulations also suggest that parameters (hydraulic conductivity and leakage) are successfully updated: 1 and 10 day piezometric head predictions are better with than without updating of parameters. Additional experiments with a synthetic model for the same site, in which the only difference is that certain parameter values are selected as the unknown "true" conditions, show that EnKF also successfully updates unknown parameters. However, this is only the case if spatially distributed hydraulic conductivities and leakage coefficients are jointly updated and if a damping parameter is used. The mean absolute error of estimated log leakage coefficients decreased by up to 63%; for log hydraulic conductivity a decrease of up to 27% was observed. From January 2009 the method has been operational at the Water Works Zurich and showed a remarkable performance until present (October 2010).
机译:城市地下水经常被污染,污染点的确切位置通常是未知的。在这样一个区域对地下水流量的时间变化进行智能监控,有助于有选择地提取饮用水水质的地下水。这里显示了来自苏黎世市(瑞士)的示例。监测策略包括使用集合卡尔曼滤波器(EnKF)来最佳组合在线观测和在线模型,以实时表征地下水流量。我们使用2004年1月至2007年12月的3D有限元模型对变化的饱和地下水流进行了数值模拟实验。已经发现,与用历史数据进行反校准但未实时更新的模型相比,每天用EnKF吸收测压头数据可以更好地表征测压头。在更新后10天,仍可以观察到使用观察值进行模型更新的积极影响。这些模拟还表明,参数(液压传导率和渗漏)已成功更新:与不更新参数相比,使用1天和10天测压头预测效果更好。使用同一位置的合成模型进行的其他实验(其中唯一的区别是,已将某些参数值选择为未知的“真实”条件)表明EnKF还成功更新了未知参数。但是,只有共同更新空间分布的水力传导率和泄漏系数并且使用阻尼参数时,才是这种情况。估计的对数泄漏系数的平均绝对误差降低了63%;对于对数水力传导率,观察到最多降低了27%。从2009年1月开始,该方法已在苏黎世水厂开始运行,并一直显示出卓越的性能(到2010年10月为止)。

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  • 来源
    《Water resources research》 |2011年第2期|p.W02532.1-W02532.20|共20页
  • 作者单位

    Iinstitute of Environmental Engineering, ETH Zurich, Zurich, Switzerland Now at Agrosphere, IBG-3, Forschungszentrum Jiilich GmbH, Julich,Germany;

    Water Supply of Zurich, Zurich, Switzerland;

    TK Consult, Zurich, Switzerland;

    Iinstitute of Environmental Engineering, ETH Zurich, Zurich, Switzerland;

    Iinstitute of Environmental Engineering, ETH Zurich, Zurich, Switzerland;

    Water Supply of Zurich, Zurich, Switzerland;

    Iinstitute of Environmental Engineering, ETH Zurich, Zurich, Switzerland;

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