ISSN 1000-3665 CN 11-2202/P

    物理信息约束的条件生成对抗网络渗透系数反演研究

    Physics-informed conditional generative adversarial network for hydraulic conductivity inversion study

    • 摘要: 具有物理信息约束的神经网络(physics-informed neural network,PINN)模型已广泛用于地下水水位和水量等问题的正向求解。而对于水文地质参数反演问题,受小样本量和“异参同效现象”影响,单独使用PINN模型往往存在较大的不确定性。为解决上述问题,并提高水文地质参数反演的可解释性,文章将PINN和条件生成对抗网络(conditional generative adversarial network,CGAN)进行耦合,形成了PICGAN(physics-informed conditional generative adversarial network)模型,并设置二维非均质非稳态算例模拟验证模型的适用性。主要结果如下:在5%采样率的算例模拟中,PICGAN模型模拟的水头均方根误差可稳定在0.95 m左右,准确率达89%;渗透系数场均方根误差可稳定在0.69 m/d左右,准确率可达95%,且分布形式与参考场高度一致;而随着采样率的提升,模型全局误差会进一步减小,在采样率达到10%以上后,全局渗透系数反演误差降低至0.35 m/d,准确率达97%。研究表明,PICGAN模型能够高效地用于小样本条件下水文地质参数和流场模拟预测。文章提出的方法可为地下水双向求解问题,尤其是非均质水文地质参数场反演提供新的思路和方法借鉴。

       

      Abstract: Physics-informed neural network (PINN) models have been widely applied to forward groundwater modeling problems, such as groundwater head and flow simulations. However, for hydrogeological parameter inversion, the performance of standalone PINN model is often limited by sparse observations and the well-known issue of equifinality, whereby different parameter combinations can produce similar hydraulic responses. These limitations introduce substantial uncertainty into inversion results. To address these challenges and improve the interpretability of hydrogeological parameter inversion, this study integrated PINN with conditional generative adversarial network (CGAN) to develop a physics-informed conditional generative adversarial network (PICGAN) framework. A two-dimensional heterogeneous transient arithmetic model was designed to evaluate the applicability and performance of the proposed model. Under the joint constraints of physical conditions and observed groundwater level, the discriminator of the PICGAN model continuously required the generator to update the global hydrogeological parameter field more in line with the reality until the convergence criteria of the generator and the discriminator were satisfied. At this point, it could be considered that the PICGAN model has completed the inverse solution of the hydraulic conductivity field of the heterogeneous transient confined aquifer, and could also simultaneously simulate and predict the water level. The results show that in the case simulation with 5% sampling rate, the root-mean-square error of water head simulated by the PICGAN model could be stabilized at about 0.95 m, with an accuracy of 89%. The root-mean-square error of hydraulic conductivity field could be stabilized at about 0.69 m/d, with an accuracy of up to 95%, and the distribution form was highly consistent with the reference field. As the sampling rate increased, the global error of the model would be further reduced. After the sampling rate reached 10% or more, the inversion error of the global hydraulic conductivity was reduced to 0.35 m/d, with an accuracy of 97%. In conclusion, the PICGAN model proposed in this study can provide a novel and effective method for bidirectional solution of groundwater problems under small sample conditions, especially for the inversion of heterogeneous hydrogeological parameter fields.

       

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