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Inversion Method for Unsteady Seepage Permeability Coefficients Based on Reduced-Order Projection
QIAN Wu-wen, CHAI Jun-rui, ZENG Chuan-yue, WU Bang-bin, LI Shuang-long
Journal of Changjiang River Scientific Research Institute ›› 2026, Vol. 43 ›› Issue (1) : 126-135.
PDF(8496 KB)
PDF(8496 KB)
Inversion Method for Unsteady Seepage Permeability Coefficients Based on Reduced-Order Projection
[Objective] During the parameter inversion process of groundwater models, frequent calls to the forward model result in excessive computational demand and prolonged processing time, which severely limits their practical applicability. To address the high time consumption in groundwater model inversion, this study proposes a coupled inversion algorithm capable of rapidly identifying unsteady permeability coefficients. [Methods] The proposed algorithm coupled the parameter inversion process with reduced-order model training, where the reduced-order model was employed instead of the original model for parameter inversion calculation, thereby reducing total inversion time. During the iteration process, the sum of squared errors between the reduced-order model calculation values and observations was used as the objective function, and an improved differential evolution algorithm with strong global search capability was employed as the optimization method for parameter inversion. In each iteration, the parameters that best matched the observations were identified as optimal, and snapshots of these optimal parameters were calculated to train the reduced-order model, thereby enhancing the inversion accuracy in the next generation. To enable the reduced-order model to accurately capture the time-domain response characteristics of the original model, a uniform snapshot strategy was employed to collect time-step snapshots. Based on the characteristics of the coupled inversion algorithm, the relative error of the reduced-order solution corresponding to the optimal parameters was calculated at all nodes within the time domain, and iteration was terminated when the maximum error fell below a preset threshold. [Results] Taking a two-dimensional pumping well model as an example, the proposed method was compared with an inversion approach based on the original model. The results indicated that: (1) For unsteady seepage parameter inversion, compared with the optimal time snapshot strategy, using a uniform snapshot collection strategy to construct the reduced-order model could achieve higher computational accuracy, while the reduced-order model had a lower average order. (2) While maintaining inversion accuracy comparable to that of the original model, the proposed algorithm could reduce computational time by approximately 95.37%. (3) Near the optimal parameters, the reduced-order model obtained by the proposed method showed almost identical responses to the original model. However, the error increased significantly when moving away from the optimal solution. (4) The effects of observation error, mesh density, and inversion dimensionality on the inversion accuracy of the proposed algorithm were consistent with those of the original model, but the computational time of the proposed algorithm was less than 5% of that of the original model. (5) The proposed algorithm was less affected by the order of the original model, and the increase in the computational time was proportionally smaller than the increase in model order, indicating higher computational efficiency for high-order models than for low-order ones. (6) Compared with low-dimensional inversion problems, the proposed algorithm exhibited greater time-saving efficiency in handling high-dimensional cases, suggesting stronger robustness against the curse of dimensionality. (7) Under different convergence accuracies, the proposed algorithm could consistently reproduce the results of the original model without a significant increase in computational time even as accuracy improved. [Conclusion] The proposed coupled inversion algorithm in this study, as a deterministic finite element-based inversion framework, innovatively couples the training process of the reduced-order model with the parameter inversion process and significantly improves the computational efficiency of parameter inversion.Characterized by a simple structure,ease of implementation, and no need for posterior error calculation,the algorithm has significant engineering application value and promising prospects for broad application.
unsteady seepage / reduced-order model / parameter inversion / optimization algorithm / permeability coefficient / groundwater simulation
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An inversion analysis model integrating relevance vector machine (RVM) and cuckoo search (CS) is established to accurately determine the permeability coefficients of strata in engineering area. Firstly, the uniform design method is employed to construct combinations of permeability coefficients, and the finite element method is used to calculate the water head values and generate RVM learning samples. In subsequence, the mapping relation between permeability coefficient and water head is constructed by RVM training which replaces the finite element method in calculating seepage. According to the measured water head values of drilling holes in the project area, the CS algorithm is adopted to search and determine the permeability coefficient of stratum. The seepage inversion model is applied to the inversion of initial seepage field of a large pumped storage power station project. Results demonstrate that the proposed model reflects the nonlinear relation between water head in borehole and permeability coefficient of multiple strata. RVM could replace the finite element method to determine quickly and accurately the permeability coefficient. The inversion results for the large pumped storage power station are reasonable and the accuracy of the proposed model meets engineering requirements.
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