Neville Christopher J, Tonkin Matthew J
S.S. Papadopulos & Associates Inc., 90 Frobisher Dr., Unit 2B, Waterloo, Ontario, N2V 2A1, Canada.
Ground Water. 2004 Nov-Dec;42(6-7):910-9. doi: 10.1111/j.1745-6584.2004.t01-9-.x.
Multiaquifer wells, i.e., wells that are open across more than one aquifer, can have a profound effect on the hydraulics of a ground water system. These wells change the physical system by establishing direct hydraulic links between otherwise isolated strata. Several methods are available to simulate multiaquifer wells in the context of comprehensive ground water flow simulators. In this paper, we review four methods to represent multiaquifer wells with the widely used code MODFLOW. These methods include a specialized code developed, but never formally released, by the U.S. Geological Survey (USGS), the Multi-Aquifer Well (MAW1) Package. An expanded implementation of the techniques in the MAW1 Package has been incorporated in the Multi-Node Well Package released recently by the USGS (Halford and Hanson 2002). We examine the performance of the methods in the context of a benchmarking study against the analytical solutions of Papadopulos (1966) and Sokol (1963). Our results demonstrate that results obtained with the MAW1 Package closely match exact solutions for pumping and nonpumping conditions, using both coarse and refined grids.
多层含水层井,即穿过不止一个含水层的井,会对地下水系统的水力学产生深远影响。这些井通过在原本孤立的地层之间建立直接的水力联系来改变物理系统。在综合地下水流动模拟器的背景下,有几种方法可用于模拟多层含水层井。在本文中,我们回顾了用广泛使用的MODFLOW代码来表示多层含水层井的四种方法。这些方法包括美国地质调查局(USGS)开发但从未正式发布的一个专用代码,即多含水层井(MAW1)程序包。MAW1程序包中技术的扩展实现已被纳入USGS最近发布的多节点井程序包(哈尔福德和汉森,2002年)。我们在针对帕帕多普洛斯(1966年)和索科尔(1963年)的解析解进行的基准研究背景下检验了这些方法的性能。我们的结果表明,使用MAW1程序包获得的结果在抽水和非抽水条件下,无论使用粗网格还是精细网格,都与精确解非常匹配。