Simulation and calibration of saltwater intrusion problems: basic assumptions and implications

Authors

  • J.J. Hidalgo Dpto. Ingeniería del Terreno, Cartográfica y Geofísica, Universidad Politécnica de Cataluña
  • L.J. Slooten Dpto. Ingeniería del Terreno, Cartográfica y Geofísica, Universidad Politécnica de Cataluña
  • J. Carrera Instituto de Ciencias de la Tierra “Jaume Almera” (CSIC)

DOI:

https://doi.org/10.21701/bolgeomin.118.especial.002

Keywords:

density-dependent flow, groundwater numerical modelling, seawater intrusion

Abstract


The governing principles of density dependent are well established theoretically, and there are many computer codes that model them with precision. However, in practice it is common to find models that violate these principles. In this article the basic principles and their implications are reviewed from three perspectives: the mathematical formulation, the numerical methods, and the modelling process (optimization). Regarding the mathematical formulation perspective, it must be emphasized that there exists no potential for density dependent flow. The equivalent freshwater head is informative about the flow direction only in those regions where the water is actually freshwater. In addition, it is still common to find models where the sea boundary is treated as a prescribed concentration boundary, which is twofold erroneous: most codes do not treat this boundary condition correctly, and it is not a good representation of the phenomenon. With respect to numerical methods, there is a wide variety of them and most work well, except regarding the fixed concentration boundary. Comparisons should be made in terms of how easy it is to implement realistic coastal boundary conditions and in terms of how the velocity is treated (a consistent scheme is the best). Here, the solution by means of the Newton-Rhapson method is emphasized, not so much because of the improved efficiency it offers (saltwater intrusion problems are quasi-linear), but because of the advantages it offers when solving optimization problems, the final goal of modelling.

Downloads

Download data is not yet available.

References

Abarca, E., Carrera, J., Sanchez-Vila, X. y Dentz, M. 2007a. Anisotropic dispersive Henry problem. Advances in Water Resources, 30 (4), 913-926. https://doi.org/10.1016/j.advwatres.2006.08.005

Abarca, E., Carrera, J., Sanchez-Vila, X. y Voss, C. I. 2007b. Quasi-horizontal circulation cells in 3d seawater intrusion. Journal of Hydrology, en prensa. https://doi.org/10.1016/j.jhydrol.2007.02.017

Abarca, E. et al. 2006. Optimal design of measures to correct seawater intrusion. Water Resources Research, 42 (9), W09415. https://doi.org/10.1029/2005WR004524

Ackerer, P. 2006. Comunicación personal.

Bear, J. 1972. Dynamics of Fluids in Porous Media. Elsevier, Amsterdam, 764 .

Bhattacharjya, R. y Datta, B. 2005. Optimal management of coastal aquifers using linked simulation optimization approach. Water Resources Management, 19 (3), 295-320. https://doi.org/10.1007/s11269-005-3180-9

Boussineq, J. 1903. Recherches théoriques sur l'ecoulement des nappes d'eau infiltrées dans le sol et sur le débit des sources. C.R.H. Acad. J. Math. Pures Appliquées, 10, 5-78.

Bues, M. A. y Oltean, C. 2000. Numerical simulations for saltwater intrusion by the mixed hybrid finite element method and discontinuous finite element method. Transport In Porous Media, 40 (2), 171-200. https://doi.org/10.1023/A:1006626230029

Carrera, J., Alcolea, A., Medina, A., Hidalgo, J. y Slooten, L. J. 2005. Inverse problem in hydrogeology. Hydrogeology Journal, 13 (1), 206-222. https://doi.org/10.1007/s10040-004-0404-7

Celia, M. A., Russell, T. F., Herrera, I. y Ewing, R. E. 1990. An eulerian-lagrangian localized adjoint method for the advection-diffusion equation. Advances in Water Resources, 13 (4), 187-206. https://doi.org/10.1016/0309-1708(90)90041-2

Chavent, G. y Roberts, J. E. 1991. A unified physical presentation of mixed, mixed-hybrid finite-elements and standard finite-difference approximations for the determination of velocities in waterflow problems. Advances in Water Resources, 14 (6), 329-348. https://doi.org/10.1016/0309-1708(91)90020-O

Cooper, H. H. 1959. A hypothesis concerning the dynamic balance of fresh water and salt water in a coastal aquifer. Journal of Geophysical Research, 64 (4), 461-467. https://doi.org/10.1029/JZ064i004p00461

Custodio, E. y Llamas, M. R. 1976. Hidrología Subterránea, tomo II. Ediciones Omega, S.A., Barcelona, España, 1224.

Darcy, H. 1856. Les Fontaines Publiques de la Ville de Dijon. Dalmont, Paris, 647 .

Das, A. y Datta, B. 1999. Development of multiobjective management models for coastal aquifers. Journal Of Water Resources Planning And Management-Asce, 125 (2), 76-87. https://doi.org/10.1061/(ASCE)0733-9496(1999)125:2(76)

Diersch, H. J. G. 2005. FEFLOW. Finite element subsurface flow and transport simulation system. Reference manual. WASY Inst. for Water Resour. Plann. and Syst. Res., Berlin.

Evans, D. G. y Raffensperger, J. P. 1992. On the stream function for variable-density groundwater-flow. Water Resources Research, 28 (8), 2141-2145. https://doi.org/10.1029/92WR01060

Frolkovic, P. y De Schepper, H. 2000. Numerical modelling of convection dominated transport coupled with density driven flow in porous media. Adv. Water Resour., 24 (1), 63-72. https://doi.org/10.1016/S0309-1708(00)00025-7

Galeati, G., Gambolati, G. y Neuman, S. P. 1992. Coupled and partially coupled eulerian-lagrangian model of fresh-water-seawater mixing. Water Resources Research, 28 (1), 149-165. https://doi.org/10.1029/91WR01927

Ghyben, B. W. 1889. Nota in verband met de voorgenomen put boring nabij Amsterdam. The Hague. K. Inst. Ing. Tydschrift, pp 8-22.

Goode, D. J. 1992. Modeling transport in transient groundwater flow: An unacknowledged approximation. Ground Water, 30 (2), 257-261. https://doi.org/10.1111/j.1745-6584.1992.tb01798.x

Hallaji, K. y Yazicigil, H. 1996. Optimal management of a coastal aquifer in southern turkey. Journal Of Water Resources Planning And Management-Asce, 122 (4), 233-244. https://doi.org/10.1061/(ASCE)0733-9496(1996)122:4(233)

Hassanizadeh, S. M. 1986. Derivation of basic equations of mass transport in porous media, part 2. Generalized Darcy's and Fick's laws. Adv. Water Resour., 9 (4), 207-222. https://doi.org/10.1016/0309-1708(86)90025-4

Henry, H. R. 1964. Effects of dispersion on salt encroachment in coastal aquifers. Water-Supply Paper 1613-C, U.S. Geological Survey.

Herzberg, A. 1901. Die Wasserversorgung einiger Nordseebäder. Jour. Gasbeleuchtung und Wasserversorgung, 44, 815-819, 842-844.

Hidalgo, J. J., Carrera, J. y Medina, A. sometido. Fluid mass balance inconsistency in density-dependet flow. Water Resources Research, sometido.

Hidalgo, J. J., Slooten, L. J., Medina, A. y Carrera, J. 2005. Groundwater And Saline Intrusion: Selected Papers From The 18th Salt Water Intrusion Meeting. 18th SWIM, Cartagena 2004, Capítulo A Newton-Raphson based code for seawater intrusion modelling and parameter estimation. Número 15 en Hidrogeología y Aguas Subterraneas, IGME, Madrid, 111-120.

Hill, M. 1998. Methods and guidelines for effective model calibration. Water-Resources Investigations Report 98-4005, U.S. Geological Survey.

Huyakorn, P. S., Andersen, P. F., Mercer, J. W. y White, H. O. 1987. Saltwater intrusion in aquifersdevelopment and testing of a 3-dimensional finite-element model. Water Resources Research, 23 (2), 293-312. https://doi.org/10.1029/WR023i002p00293

Kipp, K. 1987. Hst3d: A computer code for simulation of heat and solute transport in three-dimensional groundwater flow systems. Water resources investigation report, 86-4095.

Kirkpatrick, S., Gelatt, C. D. y Vecchi, M. P. 1983. Optimization by simulated annealing. Science, 220 (4598), 671-680. https://doi.org/10.1126/science.220.4598.671

Kolditz, O., Ratke, R., Diersch, H.-J. G. y Zielke, W. 1998. Coupled groundwater flow and transport: 1. verification of variable density flow and transport models. Adv. Water Resour., 21 (1), 27-46. https://doi.org/10.1016/S0309-1708(96)00034-6

Konikow, L. y Bredehoeft, J. 1978. Computer model of twodimensional solute transport and dispersion in ground water. Tech. of Water-Resources investigations Book 7, Chapter C2, USGS.

Konikow, L. F., Sanford, W. E. y Campbell, P. J. 1997. Constant-concentration boundary condition: Lessons from the hydrocoin variable-density groundwater benchmark problem. Water Resources Research, 33 (10), 2253-2261. https://doi.org/10.1029/97WR01926

Langevin, C., Shoemaker, W. y W., G. 2003. MODFLOW-2000, the u.s. geological survey modular ground-water model-documentation of the SEAWAT-2000 version with the variable-density flow process (VDF) and the integrated MT3DMS transport process (IMT). U.S. Geological Survey Open-File Report 03-426. https://doi.org/10.3133/ofr03426

Mantoglou, A. 2003. Pumping management of coastal aquifers using analytical models of saltwater intrusion. Water Resources Research, 39 (12), 1335. https://doi.org/10.1029/2002WR001891

McKinney, D. C. y Lin, M. D. 1994. Genetic algorithm solution of groundwater-management models. Water Resources Research, 30 (6), 1897-1906. https://doi.org/10.1029/94WR00554

Oberbeck, A. 1879. Ueber die Wärmelaitung der Flüssigkeiten bei Berücksichtigung der Strömung infolge von Temperaturdifferenzen. Ann. Phys. Chem., 7, 271-292. https://doi.org/10.1002/andp.18792430606

Oude Essink, G. 1998. Moc3d adapted to simulate 3d density- dependent groundwater flow. En: Proc. MODFLOW' 98 Conf. Golden, Colorado, 291-303.

Putti, M. y Paniconi. 1995. Picard and newton linearization for the coupled model of saltwater intrusion in aquifers. Adv. Water Res., 18, 159-170. https://doi.org/10.1016/0309-1708(95)00006-5

Qahman, K., Larabi, A., Ouazar, D., Naji, A. y Cheng, A. H. D. 2005. Optimal and sustainable extraction of groundwater in coastal aquifers. Stochastic Environmental Research and Risk Assessment, 19 (2), 99-110. https://doi.org/10.1007/s00477-004-0218-0

Reeves, M., Ward, D. S., Johns, N. y Cranwell, R. M. 1986. Theory and implementation of SWIFT II, the Sandia Waste-Isolation flow and transport model for fractured media. Informe Técnico Release 4.84, NUREG/CR-3328, SAND83-1159, Sandia National Laboratories, Albuquerque, New Mexico.

Ruan, F. y McLaughlin, D. 1999. An investigation of eulerianlagrangian methods for solving heterogeneous advection- dominated transport problems. Water Resources Research, 35 (8), 2359-2373. https://doi.org/10.1029/1999WR900049

Saaltink, M. W., Carrera, J. y Olivella, S. 2004. Mass balance errors when solving the convective form of the transport equation in transient flow problems. Water Resources Research, 40 (5), W05107. https://doi.org/10.1029/2003WR002866

Sanz, E. y Voss, C. I. 2006. Inverse modeling for seawater intrusion in coastal aquifers: Insights about parameter sensitivities, variances, correlations and estimation procedures derived from the henry problem. Advances in Water Resources, 29 (3), 439-457. https://doi.org/10.1016/j.advwatres.2005.05.014

Shoemaker, W. B. 2004. Important observations and parameters for a salt water intrusion model. Ground Water, 42 (6-7), 829-840. https://doi.org/10.1111/j.1745-6584.2004.t01-2-.x

Slooten, L., Batlle, F. y Carrera, J. 2007. Process Oriented Simulation and Inverstion Tool (PROSIT): Getting Started. Universidad Politécnica de Cataluña (UPC), Barcelona.

Voss, C. I. y Provost, A. 2002. SUTRA, a model for saturated- unsaturated variable-density ground-water flow with solute or energy transport. Water-Resources Investigations Report 02-4231, U.S. Geological Survey.

Voss, C. I. y Souza, W. R. 1987. Variable density flow and solute transport simulation of regional aquifers containing a narrow fresh-water-saltwater transition zone. Water Resources Research, 23 (10), 1851-1866. https://doi.org/10.1029/WR023i010p01851

Whitaker, S. 1986. Flow in porous media i: A theoretical derivation of Darcy's law. Transport in Porous Media, V1 (1), 3-25. https://doi.org/10.1007/BF01036523

Woods, J. 2004. Numerical Accuracy of Variable-Density Groundwater Flow And Solute Transport Simulations. Tesis Doctoral, University of Adelaide.

Yapo, P. O., Gupta, H. V. y Sorooshian, S. 1998. Multiobjective global optimization for hydrologic models. Journal of Hydrology, 204 (1-4), 83-97. https://doi.org/10.1016/S0022-1694(97)00107-8

Yeh, G. T. 1995. 3DFEMFAT: Users Manual of a 3-Dimensional Finite Element Model of Density-Dependent Flow and Transport Through Saturated-Unsaturated Media. The Pennsylvania State University, Pennsylvania, USA.

Downloads

Published

2007-10-30

How to Cite

Hidalgo, J., Slooten, L., & Carrera, J. (2007). Simulation and calibration of saltwater intrusion problems: basic assumptions and implications. Boletín Geológico Y Minero, 118(Especial), 577–592. https://doi.org/10.21701/bolgeomin.118.especial.002

Issue

Section

Articles