Mehl Steffen, Hill Mary C, Leake Stanley A
US Geological Survey, 3215 Marine Street, Boulder, CO 80303, USA.
Ground Water. 2006 Nov-Dec;44(6):792-6. doi: 10.1111/j.1745-6584.2006.00192.x.
Many ground water modeling efforts use a finite-difference method to solve the ground water flow equation, and many of these models require a relatively fine-grid discretization to accurately represent the selected process in limited areas of interest. Use of a fine grid over the entire domain can be computationally prohibitive; using a variably spaced grid can lead to cells with a large aspect ratio and refinement in areas where detail is not needed. One solution is to use local-grid refinement (LGR) whereby the grid is only refined in the area of interest. This work reviews some LGR methods and identifies advantages and drawbacks in test cases using MODFLOW-2000. The first test case is two dimensional and heterogeneous; the second is three dimensional and includes interaction with a meandering river. Results include simulations using a uniform fine grid, a variably spaced grid, a traditional method of LGR without feedback, and a new shared node method with feedback. Discrepancies from the solution obtained with the uniform fine grid are investigated. For the models tested, the traditional one-way coupled approaches produced discrepancies in head up to 6.8% and discrepancies in cell-to-cell fluxes up to 7.1%, while the new method has head and cell-to-cell flux discrepancies of 0.089% and 0.14%, respectively. Additional results highlight the accuracy, flexibility, and CPU time trade-off of these methods and demonstrate how the new method can be successfully implemented to model surface water-ground water interactions.
许多地下水模拟工作采用有限差分法来求解地下水流动方程,其中许多模型需要相对精细的网格离散化,以便在有限的感兴趣区域内准确表示所选过程。在整个区域使用精细网格在计算上可能代价高昂;使用可变间距网格可能会导致单元的长宽比很大,并且在不需要细节的区域进行细化。一种解决方案是使用局部网格细化(LGR),即仅在感兴趣区域内细化网格。这项工作回顾了一些LGR方法,并在使用MODFLOW - 2000的测试案例中确定了其优缺点。第一个测试案例是二维非均质的;第二个是三维的,包括与蜿蜒河流的相互作用。结果包括使用均匀精细网格、可变间距网格、无反馈的传统LGR方法和有反馈的新共享节点方法进行的模拟。研究了与使用均匀精细网格获得的解之间的差异。对于所测试的模型,传统的单向耦合方法产生的水头差异高达6.8%,单元间通量差异高达7.1%,而新方法的水头和单元间通量差异分别为0.089%和0.14%。其他结果突出了这些方法的准确性、灵活性和CPU时间权衡,并展示了新方法如何能够成功地用于模拟地表水与地下水的相互作用。