TECHNICAL PAPERS
Oct 1, 2007

Eulerian–Lagrangian Method for Constituent Transport in Water Distribution Networks

Publication: Journal of Hydraulic Engineering
Volume 133, Issue 10

Abstract

The transport and mixing of contaminants in conduits is governed by advection, dispersion, and decay. Several models are available to trace the transport of such constituents and most assume that the principal mechanisms for transport are advection and reaction only. However in pipes where low velocities prevail, longitudinal dispersion is significant and models that neglect the dispersion effects fail to properly simulate the observed concentrations in low velocity pipes. This work presents a method for simulating the advection-dispersion-reaction process of constituent transport in water networks. A Eulerian–Lagrangian method is employed whereby the dispersion term in the governing equation is approximated using finite differences and the resulting first-order partial differential equation is then integrated using the method of characteristics. Analytical solutions of the transport equation are also derived to quantify the effect of neglecting dispersion at pipe junctions and to assess the accuracy of the proposed method. The Eulerian-Lagrangian method is tested on benchmark networks and on the field study at the Cherry Hill/Brushy Plains network. Results show that the model developed is capable of simulating transport with equal accuracy for low and high velocity flows with and without significant dispersion effects. It also performs better than other models because of the nonuniform grid distribution and the interpolation schemes used.

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Acknowledgments

This work was partially supported by the University Research Board at the American University of Beirut. The constructive comments and suggestions of two anonymous reviewers are gratefully acknowledged.

References

Axworthy, D. H., and Karney, B. W. (1996). “Modeling low velocity/high dispersion flow in water distribution systems.” J. Water Resour. Plann. Manage., 122(3), 218–221.
Basha, H. A. (1999). “Multidimensional linearized nonsteady infiltration with prescribed boundary conditions at the soil surface.” Water Resour. Res., 35(1), 75–83.
Basha, H. A. (2000). “Multidimensional linearized nonsteady infiltration toward a shallow water table.” Water Resour. Res., 36(2), 2567–2574.
Boulos, P. F., Altman, T., Jarrige, P. A., and Collevatti, F. (1994). “An event-driven method for modeling contaminant propagation in water networks.” J. Appl. Math. Model., 18(2), 84–92.
Clark, R. M., Grayman, W. M., Males, R. M., and Hess, A. F. (1993). “Modeling contaminant propagation in drinking-water distribution systems.” J. Environ. Eng., 119(2), 349–364.
Ekambara, K., and Joshi, J. B. (2003). “Axial mixing in pipe flows: Turbulent and transition regions.” Chem. Eng. Sci., 58, 2715–2724.
Ekambara, K., and Joshi, J. B. (2004). “Axial mixing in laminar pipe flows.” Chem. Eng. Sci., 59, 3929–3944.
Fischer, H. B., List, E. J., Koh, R. C. Y., Imberger, J., and Brooks, N. H. (1979). Mixing in inland and coastal waters, Academic, San Diego.
Islam, M. K., and Chaudhry, M. H. (1998). “Modeling of constituent transport in unsteady flows in pipe networks.” J. Hydraul. Eng., 124 (11), 1115–1124.
Liou, C. P., and Kroon, J. R. (1987). “Modeling the propagation of waterborne substances in distribution networks.” J. Am. Water Works Assoc., 79(11), 54–58.
Munavalli, G. R., and Kumar, M. S. M. (2004). “Modified Lagrangian method for modeling water quality in distribution systems.” Water Res., 38, 2973–2988.
Ogata, A., and Banks, R. B. (1961). “A solution of the differential equation of longitudinal dispersion in porous media.” U.S. Geol. Surv. Prof. Pap., No. 411-A.
Ozdemir, O. N., and Ucak, A. (2002). “Simulation of chlorine decay in drinking-water distribution systems.” J. Environ. Eng., 128(1), 31–39.
Press, W. H., Flannery, B. P., Teukolsky, S. A., and Vetterling, W. T. (1986). Numerical Recipes: The Art of Scientific Computing, Cambridge University Press, New York.
Rossman, L. A. (1993). EPANET user’s manual, Environmental Protection Agency, Cincinnati.
Rossman, L. A., and Boulos, P. F. (1996). “Numerical methods for modeling water quality in distribution systems: A comparison.” J. Water Resour. Plann. Manage., 122(2), 137–146.
Rossman, L. A., Boulos, P. F., and Altman, T. (1993). “Discrete volume-element method for network water-quality models.” J. Water Resour. Plann. Manage., 119(5), 505–517.
Rossman, L. A., Clark, R. M., Grayman, W. M. (1994). “Modeling chlorine residuals in drinking-water distribution systems.” J. Environ. Eng., 120(4), 803–820.
Rossman, L. A., Uber, J. G., Grayman, W. M. (1995). “Modeling disinfectant residuals in drinking-water storage tanks.” J. Environ. Eng., 121(10), 752–755.
Ruan, F., and McLaughlin, D. (1999). “An investigation of Eulerian–Lagrangian methods for solving heterogeneous advection-dominated transport problems.” Water Resour. Res., 35(8), 2359–2373.
Selim, H. M., and Mansell, R. S. (1976). “Analytical solution of the equation for transport of reactive solute.” Water Resour. Res., 12(3), 528–532.
Stehfest, H. (1970). “Numerical inversion of Laplace transforms.” Commun. of the Assoc. for Comput. Machin., 13(1), 47–49.
Taylor, G. I. (1953). “Dispersion of soluble matter in solvent flowing slowly through a tube.” Proc. R. Soc. London, Ser. A, 219, 186–203.
Taylor, G. I. (1954). “The dispersion of matter in turbulent flow through a pipe.” Proc. R. Soc. London, Ser. A, 223, 446–468.
Tzatchkov, V. G., Aldama, A. A., and Arreguin, F. I. (2002). “Advection-dispersion-reaction modeling in water distribution networks.” J. Water Resour. Plann. Manage., 128(5), 334–342.
Valocchi, A., and Malmstead, M. (1992). “Accuracy of operator splitting for advection-dispersion-reaction problems.” Water Resour. Res., 28(5), 1471–1476.
van Genuchten, M. T., and Alves, W. J. (1982). “Analytical solutions of the one-dimensional convection-dispersive solute transport equation.” Tech. Bull. No. 1661, U.S. Dept. of Agriculture, Washington, D.C.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 133Issue 10October 2007
Pages: 1155 - 1166

History

Received: Sep 7, 2005
Accepted: Mar 19, 2007
Published online: Oct 1, 2007
Published in print: Oct 2007

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Authors

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H. A. Basha
Professor, Dept. of Civil & Environmental Engineering, Faculty of Engineering & Architecture, American Univ. of Beirut, P. O. Box: 11-0236, Riad el-Solh 1107 2020, Beirut, Lebanon (corresponding author). E-mail: [email protected]
L. N. Malaeb
Civil Engineer, Khatib & Alami (CEC), Beirut, Lebanon. E-mail: [email protected]

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