TECHNICAL PAPERS
Feb 14, 2003

Simulation and Control of Chlorine Levels in Water Distribution Networks

Publication: Journal of Water Resources Planning and Management
Volume 129, Issue 2

Abstract

Chlorine concentration is an important parameter used to assess the quality of water supplied by a distribution network. While several water quality simulators are readily available (e.g., EPANET software), water quality optimization decision support tools are currently lacking. A new control-oriented calculation model for chlorine concentrations in distribution networks is presented for general water distribution networks operating under periodic demand conditions. The model is based upon the analysis of the characteristic curves of the concentration transport-reaction equation over each pipe in a network. Numerical results are comparable with EPANET results, but unlike other water quality algorithms, the current method requires neither discretizations along the pipes, nor the choice of initial conditions. Moreover, it is a first step toward a method for controlling concentrations, yielding linear relationships between the concentrations at both ends of each pipe by the explicit inclusion of system dynamics. These relationships can be used as constraints in a linear programming optimization model that minimizes deviations from permissible concentration levels.

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References

Boccelli, D. L., Tryby, M. E., Uber, J. G., Rossman, L. A., Zierolf, M. L., and Polycarpou, M. M.(1998). “Optimal scheduling of booster disinfection in water distribution systems.” J. Water Resour. Plan. Manage., 124(2), 99–111.
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. Modeling, 18(2), 84–92.
Constans, S. (1999). “Chlorine concentrations in water distribution networks: Simulation and optimization.” PhD thesis, Bordeaux I Univ., Bordeaux, France (in English).
Constans, S., Brémond, B., and Morel, P.(2000). “Using linear programs to optimize the chlorine concentrations in water distribution networks.” 2000 Joint Conf. on Water Resources Engineering and Water Resources Planning & Management, ASCE, Reston, Va.
Rossman, L. A. (1994). EPANET—Users manual, EPA-600/R-94/057, U.S. Environmental Protection Agency, Risk Reduction Engineering Laboratory, Cincinnati.
Rossman, L. A., and Boulos, P. F.(1996). “Numerical methods for modeling water quality in distribution systems: A comparison.” J. Water Resour. Plan. Manage., 122(2), 137–146.
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Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 129Issue 2March 2003
Pages: 135 - 145

History

Received: Aug 5, 1999
Accepted: Apr 10, 2002
Published online: Feb 14, 2003
Published in print: Mar 2003

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Authors

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Sophie Constans
PhD, Bordeaux I Univ., Cemagref Bordeaux, Ouvrages et Réseaux Hydrauliques, 33612 Gazinet Cedex, France.
Bernard Brémond
PhD, Cemagref, Bordeaux, Ouvrages et Réseaux Hydrauliques, 33612 Gazinet Cedex, France.
Paul Morel
Professor, Bordeaux I Univ., Laboratoire de Mathématiques Appliquées, Université Bordeaux I, 33405 Talence, France.

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