GroMoPo Metadata for Amsterdam Water Supply model

Thr Amsterdam Water Supply has been using both the finite difference model MODFLOW (McDonald, M.G., Harbaugh, A.W., 1989. A modular three-dimensional finite-difference ground water flow model. Chapter Al, USGS, Book 6, Modeling Techniques) and the analytic element model MLAEM (Strack, O.D.L,, 1989. Groundwater Mechanics. Prentice Hall, Englewood Cliffs, NJ, (ISBN 0-13-365412-5); Strack, O.D.L,, 1999. Principles of the analytic element method. Journal of Hydrology, 226, 128-138) for many years. Choosing one or the other depends on the hydrologic system, its scale and the hydrologic features to be taken into account. Either method has its specific advantages. (C) 1999 Elsevier Science B.V. All rights reserved.阿姆斯特丹供水系统多年来一直同时采用有限差分模型MODFLOW（McDonald, M.G.、Harbaugh, A.W.，1989。《模块化三维有限差分地下水流模型》，美国地质调查局（USGS）第6卷《建模技术》附录A1）与解析元模型MLAEM（Strack, O.D.L.，1989。《地下水力学》，普伦蒂斯霍尔出版社，新泽西州恩格尔伍德克利夫斯，ISBN 0-13-365412-5；Strack, O.D.L.，1999。《解析元方法原理》，《水文学杂志（Journal of Hydrology）》，226卷，128-138页）。模型的选取需依据水文系统的类型、规模以及需考量的水文特征而定，两种方法均各有其独特优势。©1999 Elsevier Science B.V. 保留所有权利。