Adjoint Sensitivity Analysis of Contaminant Concentrations in Water Distribution Systems
Publication: Journal of Engineering Mechanics
Volume 137, Issue 1
Abstract
Sensitivity analysis is used to determine how a system state or a model output changes due to a change in the value of a system parameter or a model input. We present the adjoint approach for determining the sensitivity of the concentration of a contaminant in a water distribution system to a change in a system parameter such as the location of the source of contamination, the reaction rate of the contaminant, and others. With the adjoint method, the sensitivity of the model output to any number of parameters can be obtained with one simulation of the adjoint model. If the number of parameters of interest exceeds the number of model outputs for which the sensitivity is desired, the adjoint method is more efficient than traditional direct methods of calculating sensitivities. We develop the adjoint equations for water quality in a water distribution system, verify the adjoint-based sensitivity equation using an analytical example, and demonstrate the numerical calculation of adjoint sensitivities using EPANET.
Get full access to this article
View all available purchase options and get full access to this article.
References
Ahlfeld, D. P., Mulvey, J. M., Pinder, G. F., and Wood, E. F. (1988). “Contaminated groundwater remediation design using simulation, optimization, and sensitivity theory. 1. Model development.” Water Resour. Res., 24(3), 431–441.
Ding, Y., and Wang, S. S. Y. (2006). “Optimal control of open-channel flow using adjoint sensitivity analysis.” J. Hydraul. Eng., 132(11), 1215–1228.
Frind, E. O., Muhammad, D. S., and Molson, J. W. (2002). “Delineation of three-dimensional well capture zones for complex multi-aquifer systems.” Ground Water, 40, 586–598.
Hill, C., Bugnion, V., Follows, M., and Marshall, J. (2004). “Evaluating carbon sequestration efficiency in an ocean circulation model by adjoint sensitivity analysis.” J. Geophys. Res., 109, C11005.
Katopodes, N. D., and Piasecki, M. (1996). “Site and size optimization of contamination sources in surface water systems.” J. Environ. Eng., 122(10), 917–923.
Lee, B. H., and Deininger, R. A. (1992). “Optimal locations of monitoring stations in water distribution systems.” J. Environ. Eng., 118(1), 4–16.
Liggett, J. A., and Chen, L. -C. (1994). “Inverse transient analysis in pipe networks.” J. Hydraul. Eng., 120(8), 934–955.
Neupauer, R. M., and Wilson, J. L. (1999). “Adjoint method for obtaining backward-in-time location and travel time probabilities of a conservative groundwater contaminant.” Water Resour. Res., 35(11), 3389–3398.
Panchang, V. G., and Richardson, J. E. (1993). “Inverse adjoint estimation of eddy viscosity for coastal flow models.” J. Hydraul. Eng., 119(4), 506–524.
Piasecki, M. (2004). “Optimal wasteload allocation procedure for achieving dissolved oxygen water quality objectives. 1. Sensitivity analysis.” J. Environ. Eng., 130(11), 1322–1334.
Piasecki, M., and Katopodes, N. D. (1997). “Control of contaminant releases in rivers. 1. Adjoint sensitivity analysis.” J. Hydraul. Eng., 123(6), 486–492.
Piasecki, M., and Katopodes, N. D. (1999). “Identification of stream dispersion coefficients by adjoint sensitivity method.” J. Hydraul. Eng., 125(7), 714–724.
Rossman, L. A. (2000). “EPANET 2: User manual.” EPA/600/R-00/057, U.S. EPA, Cincinnati.
Sanders, B. F., and Katopodes, N. D. (2000). “Adjoint sensitivity analysis for shallow-water wave control.” J. Eng. Mech., 126(9), 909–919.
Shang, F., Uber, J. G., and Polycarpou, M. M. (2002). “Particle backtracking algorithm for water distribution system analysis.” J. Environ. Eng., 128(5), 441–450.
Shen, J., and Kuo, A. Y. (1998). “Application of inverse method to calibrate estuarine eutrophication model.” J. Environ. Eng., 124(5), 409–418.
Sun, N. -Z., and Yeh, W. W.-G. (1990). “Coupled inverse problems in groundwater modeling. 1. Sensitivity analysis and parameter identification.” Water Resour. Res., 26(10), 2507–2525.
Sykes, J. F., Wilson, J. L., and Andrews, R. W. (1985). “Sensitivity analysis for steady state groundwater flow using adjoint operators.” Water Resour. Res., 21(3), 359–371.
Walksi, T. M., Chase, D. V., Savic, D. A., Grayman, W., Bechwith, S., and Koelle, E. (2003). Advanced water distribution modeling and management, Haestad Press, Waterbury, Conn.
Wilson, J. L., and Metcalfe, D. E. (1985). “Illustration and verification of adjoint sensitivity theory for steady state groundwater flow.” Water Resour. Res., 21(11), 1602–1610.
Wood, D. J. (1975). A computer program for the analysis of pressure and flow in a pipe distribution system, Univ. of Kentucky, Lexington, Ky.
Zierolf, M. L., Polycarpou, M. M., and Uber, J. G. (1998). “Development and autocalibration of an input-output model of chlorine transport in drinking water systems.” IEEE Trans. Control Syst. Technol., 6(4), 543–553.
Zwillinger, D. (1992). Handbook of differential equations, 2nd Ed., Academic, San Diego.
Information & Authors
Information
Published In
Copyright
© 2011 ASCE.
History
Received: May 27, 2009
Accepted: Jun 18, 2010
Published online: Jun 21, 2010
Published in print: Jan 2011
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.