TECHNICAL PAPERS
Jan 1, 1998

Presence of Nonconvexity in Groundwater Concentration Response Functions

Publication: Journal of Water Resources Planning and Management
Volume 124, Issue 1

Abstract

This study examines the presence of nonconvexity and multiple extrema in the feasible region defined by the concentration response function. The response function is defined in the context of concentration constraints imposed on groundwater quality management models and is constructed assuming that concentration constraints are imposed at every node in a numerical grid. The groundwater system is represented by a homogeneous numerical simulation model. The response function is graphically depicted as a function of pumping rates at two wells. The dependence of the response function on simulation model and management model characteristics is examined by varying dimensionless parameter values. This study shows that the response surface is nonconvex and contains multiple local extrema over a wide range of parameter values. These features of the surface are most prominent at the transitions from extraction to injection pumping, Binding constraints often occur at or near low-velocity zones.

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References

1.
Ahfeld, D. P. (1987). “GW2SEN: A program for groundwater transport simulation and sensitivity analysis.”Tech. Rep. 87-WR-1, Princeton University, Princeton, N.J.
2.
Ahfeld, D. P.(1990). “Two-stage ground-water remediation design.”J. Water Resour. Plng. and Mgmt., 116(4), 517–529.
3.
Bear, J., and Buchlin, J.-M. (1991). Modeling and applications of transport phenomena in porous media. Kluwer Academic Publishers, Dordrecht, The Netherlands.
4.
Culver, T. B., and Shoemaker, C. A.(1992). “Optimal control for groundwater remediation design by differential dynamic programming with flexible management periods.”Water Resour. Res., 28(3), 629–641.
5.
Dougherty, D. E., and Marryott, R. A.(1991). “Optimal groundwater management 1: Simulated annealing.”Water Resour. Res., 27(10), 2493–2508.
6.
Gorelick, S. M.(1990). “Large scale nonlinear deterministic and stochastic optimization: Formulations involving simulation of subsurface contamination.”Math. Programming, 48, 19–39.
7.
Gorelick, S. M., Voss, C. I., Gill, P. E., Murray, W., Saunders, M. A., and Wright, M. H.(1984). “Aquifer reclamation design: The use of contaminant transport simulation combined with nonlinear programming.”Water Resour. Res., 20(4), 415–427.
8.
Marryott, R. A., Dougherty, D. E., and Stollar, R. T. (1993). “Optimal groundwater management 2: Application of simulated annealing to a field scale contamination site.”Water Resour. Res., 29(4), 847– 860.
9.
McKinney, D. C., and Lin, M.-D.(1994). “Genetic algorithm solution of groundwater management models.”Water Resour. Res., 30(6), 1897–1906.
10.
Palumbo, M. (1995). “Investigation of non-convexity of simulated groundwater concentration response functions.” MS thesis, Univ. of Connecticut, Storrs, Conn.
11.
Pinder, G. F. (1978). “Galerkin finite element models for aquifer simulation.”Tech. Rep. 78-WR-5, Princeton University, Princeton, N.J.
12.
Xiang, Y., Sykes, J. F., and Thomson, N. R.(1996). “Optimization of remedial pumping scheme for a groundwater site with multiple contaminants.”Ground Water, 34(1), 2–11.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 124Issue 1January 1998
Pages: 8 - 14

History

Published online: Jan 1, 1998
Published in print: Jan 1998

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Authors

Affiliations

David P. Ahlfeld, Associate Member, ASCE,
Assoc. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Massachusetts, Amherst, MA 01003.
Mary Palumbo Sprong
Dept. of Civ. and Envir. Engrg., Res. Ctr. for Groundwater Remediation Des., Univ. of Connecticut, Storrs, CT 06269.

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