Numerical Verification of the Solutions for Groundwater Flow in a Coastal Extensive Land Mass

Article Preview

Abstract:

This paper reviews the analytical solutions for the impact of land reclamation on the ground water level and the saltwater interface with unconfined groundwater conditions in coastal aquifers. The applicability of the analytical solutions is somewhat limited by assumptions such as Dupuit-type flow and the Ghyben-Herzberg relation. Variable-density flow and solute transport simulations conducted by the numerical code FEFLOW were used to evaluate the accuracy of these analytical solutions. Three field-scale hypothetical cases were simulated for the numerical verification. The results show that a seepage face occurs in the numerical results rather than in the analytical solutions, but only minor difference occurs between the numerical and analytical solutions. This implies that the analytical solutions are reasonable despite the used assumptions.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 864-867)

Pages:

2292-2297

Citation:

Online since:

December 2013

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] P. J. Stuyfzand: Wat. Sci. Tech. Vol. 31(1995), p.47.

Google Scholar

[2] T. Suzuki: Marine Pollution Bulletin 47(2003), p.226.

Google Scholar

[3] J. J. Jiao, S. Nandy and H. Li: Ground Water Vol. 39(2001), p.912.

Google Scholar

[4] H. P. Guo and J. J. Jiao: Ground Water Vol. 45(2007), p.352.

Google Scholar

[5] H. -J.G. Diersch: FEFLOW finite element subsurface flow and transport simulation system reference manual (WASY Inst. for Water Resour. Plann. and Syst. Res., Berlin 2002).

Google Scholar

[6] A. J. Smith: Water Resour. Res. Vol. 40(2004), W08309, doi: 10. 1029/2003WR002977.

Google Scholar