Technical Papers
Dec 9, 2017

Reducing Combined Sewer Overflows through Model Predictive Control and Capital Investment

Publication: Journal of Water Resources Planning and Management
Volume 144, Issue 2

Abstract

Operational strategies to mitigate combined sewer overflows (CSOs) in older urban areas may be enhanced through real-time decision support provided to sewer operators. During severe rainfall events, real-time hydraulic simulations, coupled with control algorithms, can explore a large number of potential changes to control procedures at short time intervals to provide dynamic feedback and optimization. A model predictive control (MPC) genetic algorithm was developed in previous work and tested offline to explore the efficiency and effectiveness of alternative MPC approaches. This paper extends the MPC methodology to evaluate potential impacts of long-term capital investments on CSO frequency. An alternative strategy to mitigating CSOs in real time with sluice gates may involve replacing small-diameter pipes that cause high hydraulic grade lines throughout the system. CSO reductions may also be significantly enhanced through consideration of larger spatial scales. Replacing conduits is effective but expensive, and optimization over a larger spatial extent (without conduit replacement) has been shown to reduce CSOs by 14%. Optimization over the entire large-scale system is recommended for future work.

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References

Antle, J., Capalbo, S., and Mooney, S. (1999). “Optimal spatial scale for evaluating economic and environmental tradeoffs.” Proc., Agricultural and Applied Economics Association, AAEA, Milwaukee.
ArcGIS [Computer software]. Esri, Redlands, CA.
Calhoun, L., et al. (2007). “Combined sewage overflows (CSO) are major urban breeding sites for Culex quinquefasciatus in Atlanta, Georgia.” Am. J. Trop. Med. Hyg., 77(3), 478–484.
Campisano, A., Creaco, E., and Modica, C. (2009). “P controller calibration for the real time control of moveable weirs in (proportional) sewer channels.” Water Sci. Technol., 59(11), 2237–2244.
Campisano, A., Creaco, E., and Modica, C. (2016). “Application of real-time control techniques to reduce water volume discharges from quality-oriented CSO devices.” J. Environ. Eng., 04015049.
Carter, T., and Jackson, C. (2007). “Vegetated roofs for stormwater management at multiple spatial scales.” Landscape Urban Plann., 80(1–2), 84–94.
Celeste, A. B., Suzuki, K., and Kadota, A. (2004). “Genetic algorithms for real-time operation of multipurpose water resource systems.” J. Hydroinf., 6(1), 19–38.
Cembrano, G., Quevedo, J., Salamero, M., Puig, V., Figueras, J., and Marti, I. (2004). “Optimal control of urban drainage systems. A case study.” Control Eng. Pract., 12(1), 1–9.
Con Cast Pipe. (2013). “2013 pricing list.” ⟨http://www.concastpipe.com/pricing.html⟩ (Oct. 15, 2013).
Dalton, F., and Rimkus, R. (1985). “Chicago area’s tunnel and reservoir plan.” J. Water Pollut. Control Fed., 57(12), 1114–1121.
Dhar, A., and Datta, B. (2008). “Optimal operation of reservoirs for downstream water quality control using linked simulation optimization.” J. Hydrol. Process., 22(6), 842–853.
Diskin, M. H., Wyseure, G., and Feyen, J. (1984). “Application of a cell model to the Bellebeek watershed.” Nord. Hydrol., 15(1), 25–38.
Dooge, J. C. I. (1973). Linear theory of hydrologic systems, Agricultural Research Service, Beltsville, MD.
EIP (Environmental Integrity Project). (2005). “Backed up: Cleaning up combined sewer systems in the Great Lakes.” Washington, DC.
Eshelman, L., and Schaffer, J. D. (1993). “Real-coded genetic algorithms and interval-schemata.” Found. Genet. Algorithms, 2, 187–202.
Goldberg, D. E. (1989). Genetic algorithms in search, optimization, and machine learning, Addison-Wesley, Reading, MA.
Goodwin, C., Burt, M., and Comeau, A. (2014). “Real time control of Ottawa’s wastewater collection systems: Added value and operational benefits beyond achieving CSO control objectives.” Proc., Water Environment Federation, WEF, Alexandria, VA.
Grosso, J. M., Ocampo-Martínez, C., Puig, V., and Joseph, B. (2014). “Chance-constrained model predictive control for drinking water networks.” J. Process Control, 24(5), 504–516.
Hashemy, S. M., Monem, M. J., Maestre, J. M., and Van Overloop, P. J. (2013). “Application of an in-line storage strategy to improve the operational performance of main irrigation canals using model predictive control.” J. Irrig. Drain. Eng., 635–644.
Hein, L., van Koppen, K., de Groot, R., and van Ierland, E. (2006). “Spatial scales, stakeholders and the valuation of ecosystem services.” Ecol. Econ., 57(2), 209–228.
Herrera, F., Lozano, M., and Verdegay, J. L. (1998). “Tackling real-coded genetic algorithms: Operators and tools for behavioral analysis.” Artif. Intell. Rev., 12(4), 265–319.
Hill, D. J., et al. (2011). “Using a virtual sensor system to create real-time customized environmental data products.” Environ. Modell. Software, 26(12), 1710–1724.
Holland, J. H. (1975). Adaptation in natural and artificial systems, University of Michigan Press, Ann Arbor, MI.
Hoy, M. (2005). “Unsteady flow routing using predetermined solutions to the equations for conservation of mass and momentum.” M.S. thesis, Univ. of Illinois at Urbana-Champaign, Champaign, IL.
Hoy, M., and Schmidt, A. (2006). “Unsteady flow routing in sewers using hydraulic and volumetric performance graphs.” Proc., World Environmental and Water Resources Congress, ASCE, Reston, VA.
Huff, F., and Angel, J. (1992). Rainfall frequency atlas of the Midwest, Illinois State Water Survey, Champaign, IL, 141.
Jin, Y., and Branke, J. (2005). “Evolutionary optimization in uncertain environments—A survey.” IEEE Trans. Evol. Comput., 9(3), 303–317.
Karnieli, A. M., Diskin, M. H., and Lane, L. J. (1994). “CELMOD5–A semi-distributed cell model for conversion of rainfall into runoff in semi-arid watersheds.” J. Hydrol., 157(1–4), 61–85.
Lai, F., Field, R., Fan, C., and Sullivan, D. (2000). “Collection system moeling for planning/design of sanitary sewer overflow (SSO) control.” Proc., Joint Conf. on Water Resource Engineering and Water Resources Planning and Management, ASCE, Reston, VA.
Maier, H. R., et al. (2014). “Evolutionary algorithms and other metaheuristics in water resources: Current status, research challenges and future directions.” Environ. Modell. Software, 62, 271–299.
MATLAB [Computer software]. MathWorks, Natick, MA.
Michalewicz, Z., Janikow, C. Z., and Krawczyk, J. B. (1992). “A modified genetic algorithm for optimal control problems.” Comput. Math. Appl., 23(12), 83–94.
Moeini, R., and Afshar, M. H. (2012). “Layout and size optimization of sanitary sewer network using intelligent ants.” Adv. Eng. Software, 51, 49–62.
Muleta, M., and Boulos, P. (2007). “Multiobjective optimization for optimal design of urban drainage systems.” Proc., World Environmental and Water Resources Congress 2007, ASCE, Reston, VA.
Muleta, M. K., and Nicklow, J. W. (2005). “Decision support for watershed management using evolutionary algorithms.” J. Water Resour. Plann. Manage., 35–44.
Naeem, W., Sutton, R., Chudley, J., Dalgleish, F. R., and Tetlow, S. (2005). “An online genetic algorithm based model predictive control autopilot design with experimental verification.” Int. J. Control, 78(14), 1076–1090.
Nederkoorn, E., Schuurmans, J., Grispen, J., and Schuurmans, W. (2013). “Continuous nonlinear model predictive control of a hybrid water system.” J. Hydroinf., 15(2), 246–257.
Onnen, C., Babuska, R., Kaymak, U., Sousa, J. M., Verbruggen, H. B., and Isermann, R. (1997). “Genetic algorithms for optimization in predictive control.” Control Eng. Pract., 5(10), 1363–1372.
Ostfeld, A., and Pries, A. (2003). “Lake Kinneret watershed contamination transports—A GIS based hydrological model.” Water Sci. Technol., 48(10), 63–70.
Ostfeld, A., and Tubaltzev, A. (2008). “Ant colony optimization for least-cost design and operation of pumping water distribution systems.” J. Water Resour. Plann. Manage., 107–118.
Park, Y., Shamma, J., and Harmon, T. (2009). “A receding horizon control algorithm for adaptive management of soil moisture and chemical levels during irrigation.” Environ. Modell. Software, 24(9), 1112–1121.
Pleau, M., Colas, H., Lavallee, P., Pelletier, G., and Bonin, R. (2005). “Global optimal real-time control of the Quebec urban drainage system.” Environ. Modell. Software, 20(4), 401–413.
Politano, M., Odgaard, A. J., and Klecan, W. (2007). “Case study: Numerical evaluation of hydraulic transients in a combined sewer overflow tunnel system.” J. Hydraul. Eng., 1103–1110.
Raso, L., and Malaterre, P. O. (2016). “Combining short-term and long-term reservoir operation using infinite horizon model predictive control.” J. Irrig. Drain. Eng., 143(3), B4016002.
Rauch, W., and Harremoes, P. (1999). “Genetic algorithms in real time control applied to minimize transient pollution for urban wastewater systems.” Water Res., 33(5), 1265–1277.
Razak, I., and Christensen, E. (2001). “Water quality before and after deep tunnel operation in Milwaukee, Wisconsin.” Water Res., 35(11), 2683–2692.
Rossman, L. A. (2010). “Storm Water Management Model user’s manual version 5.0.”, U.S. Environmental Protection Agency, Washington, DC.
Sempre-Torres, D., Corral, C., Raso, J., and Malgrat, P. (1999). “Use of weather radar for combined sewer overflows monitoring and control.” J. Environ. Eng., 372–380.
Seyfried, M., and Wilcox, B. (1995). “Scale and the nature of spatial variability: Field examples having implications for hydrologic modeling.” Water Resour. Res., 31(1), 173–184.
Steel, E., et al. (2008). “A spatially explicit decision support system for watershed-scale management of salmon.” Ecol. Soc., 13(2), 50–81.
Wood, E., Sivapalan, M., Beven, K., and Band, L. (1988). “Effects of spatial variability and scale with implications to hydrologic modeling.” J. Hydrol., 102(1–4), 29–47.
Wright, A. (1991). “Genetic algorithms for real parameter optimization.” Foundations of genetic algorithms, G. J. E. Rawlin, ed., Morgan Kaufmann, San Mateo, CA, 205–218.
Xie, M., and Brdys, M. (2015). “Nonlinear model predictive control of water quality in drinking water distribution systems with DBPs objectives.” World Acad. Sci. Eng. Technol. Int. J. Math. Comput. Phys. Electr. Comput. Eng., 9(8), 453–459.
Zimmer, A., Schmidt, A., Ostfeld, A., and Minsker, B. (2013). “New method for the offline solution of pressurized and supercritical flows.” J. Hydraul. Eng., 139(9), 935–948.
Zimmer, A., Schmidt, A., Ostfeld, B., and Minsker, B. (2015). “Evolutionary algorithm enhancement for model predictive control and real-time decision support.” Environ. Modell. Software, 69, 330–341.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 144Issue 2February 2018

History

Received: Jan 17, 2017
Accepted: Jul 27, 2017
Published online: Dec 9, 2017
Published in print: Feb 1, 2018
Discussion open until: May 9, 2018

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Affiliations

Andrea Zimmer [email protected]
Water Resources Engineer, CDM Smith, 600 Wilshire Blvd., Los Angeles, CA 90017 (corresponding author). E-mail: [email protected]
Arthur Schmidt, M.ASCE
Research Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois, 205 North Mathews Ave., Urbana, IL 61801.
Avi Ostfeld, F.ASCE
Professor, Technion—Israel Institute of Technology Civil and Environmental Engineering, Haifa 32000, Israel.
Barbara Minsker, M.ASCE
Professor, Dept. of Civil and Environmental Engineering, Southern Methodist Univ., P.O. Box 750340, 3101 Dyer St., Dallas, TX 75275.

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