Strategy for solving semi-analytically three-dimensional transient flow in a coupled N-layer aquifer system

Author:

Veling E. J. M.,Maas C.

Publisher

Springer Science and Business Media LLC

Subject

General Engineering,General Mathematics

Reference31 articles.

1. Maas C (1987) Groundwater flow to a well in a layered porous medium 1. Steady flow. Water Resour Res 23(8): 1675–1681

2. Veling EJM (1991) FLOP3N—pathlines in three-dimensional groundwater flow in a system of homogeneous anisotropic layers. Technical report Report nr. 719106001, R.I.V.M., National Institute of Public Health and Environmental Protection, Bilthoven, The Netherlands. http://www.citg.tudelft.nl/live/pagina.jsp?id=4f94d86a-e4eb-41b2-af1b-3441ed059de2&lang=en&binary=/doc/doc-f3n-t.pdf

3. Veling EJM (1992) Three-dimensional groundwaterflow modelling for the calculation of capture zones around extraction sites. In: Hirsch Ch, Périaux J, Kordulla W (eds) Computational fluid dynamics, vol 2. In Proceedings of the first European computational fluid dynamics conference, September 7–11. Brussel, Elsevier, Amsterdam, pp 1013–1020

4. Neuman SP, Witherspoon PA (1969) Theory of flow in a confined two aquifer system. Water Resour Res 5(4): 803–816

5. Hemker CJ, Maas C (1987) Unsteady flow to wells in layered and fissured aquifer systems. J Hydrol 90: 231–249

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