Technical Papers
Sep 26, 2011

Calibration of Proportional Controllers for the RTC of Pressures to Reduce Leakage in Water Distribution Networks

Publication: Journal of Water Resources Planning and Management
Volume 138, Issue 4

Abstract

Pressure control is a key issue for the reduction of water loss through leakage in municipal water distribution networks (WDNs). The paper presents a general method to calibrate the proportional controllers for the real time control (RTC) of motorized pressure valves in WDNs to reduce leakage during ordinary operation. The method is based on the comprehensive dimensionless analysis of the behavior of simplified hydraulic systems under RTC scenarios. A numerical approach was used to derive a simple regressive relationship to tune the controller on the basis of the system dimensionless variables involved in the control process. The method was validated by application to a well-known bench-test water distribution network and compared with an existing literature calibration procedure. Results show that the proposed method allows for effective controller tuning and leads to performing leakage reduction-oriented real time control of pressures.

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References

Araujo, L. S., Ramos, H., and Coelho, S. T. (2006). “Pressure control for leakage minimization in water distribution systems management.” J. Water Resour. Plann. Manage. Div.JWRDDC, 20(1), 133–149.
Brdys, M. A., and Ulanicki, B. (1994). Operational control of water systems, Prentice Hall, London.
Campisano, A., Creaco, E., and Modica, C. (2007). “Dimensionless approach for the design of flushing gates in sewer channels.” J. Hydraul. Eng.JHEND8, 133(8), 964–972.
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.WSTED4, 59(11), 2237–2244.
Campisano, A., Creaco, E., and Modica, C. (2010). “RTC of valves for leakage reduction in water supply networks.” J. Water Resour. Plann. Manage.JWRMD5, 136(1), 138–141.
Campisano, A., and Modica, C. (2002). “PID and PLC units for the real-time control of sewer systems.” Water Sci. Technol.WSTED4, 45(7), 95–104.
Fanner, P., Thornton, J., Liemberger, R., and Sturm, R. (2007). “Evaluating water loss and planning loss reduction strategies.” AWWA Rep. 2007, American Water Works Association, Denver.
Giustolisi, O., Savic, D., and Kapelan, Z. (2008). “Pressure driver demand and leakage simulation for water distribution networks.” J. Hydraul. Eng.JHEND8, 134(5), 626–634.
Ingildsen, P., Jeppsson, U., and Olsson, G. (2002). “Dissolved oxygen controller based on on-line measurements of ammonium combining feed-forward and feedback.” Water Sci. Technol.WSTED4, 46(4–5), 453–460.
Ingildsen, P., and Olsson, G. (2002). “Exploiting online in-situ ammonium, nitrate and phosphate sensors in full-scale wastewater plant operation.” Water Sci. Technol.WSTED4, 45(4–5), 139–147.
Jowitt, P. W., and Xu, X. (1990). “Optimal valve control in water distribution networks.” J. Water Resour. Plann. Manage.JWRMD5, 116(4), 455–472.
Kumar, M. P., and Kumar, M. M. (2009a). “Comparative study of three types of controllers for water distribution networks.” J. Am. Water Works Assn.JAWWA5, 101(1), 74–86.
Kumar, M. P., and Kumar, M. S. M. (2009b). “Tuning of PID controllers for water networks—different approaches.” J. Am. Water Works Assn.JAWWA5, 101(7), 95–107.
Mohan Reddy, J. (1990). “Local optimal control of irrigation canals.” J. Irrig. Drain Eng.JIDEDH, 116(5), 616–631.
Nicolini, M., and Zovatto, L. (2009). “Optimal location and control of pressure reducing valves in water networks.” J. Water Resour. Plann. Manage.JWRMD5, 135(3), 178–187.
Pezzinga, G., and Gueli, R. (1999). “Discussion of “Optimal location of control valves in pipe networks by genetic algorithms” by L. F. R. Reis, R. M. Porto, and F. H. Chaudhry.” J. Water Resour. Plann. Manage.JWRMD5, 125(1), 65–67.
Pleau, M., Colas, H., Lavallée, P., Pelletier, G., and Bonin, R. (2005). “Global optimal real-time control of the Quebec urban drainage system.” Environ. Modell. SoftwareEMSOFT, 20(4), 401–413.
Reis, L. F. R., Porto, R. M., and Chaudry, F. H. (1997). “Optimal location of control valves in pipe networks by genetic algorithms.” J. Water Resour. Plann. Manage.JWRMD5, 123(6), 317–326.
Schilling, W. (1994). “Smart sewer system improved performance by real time control.” Eur. Water Pollut. ControlEWPCED, 4(5), 24–31.
Schütze, M., and Alex, J. (2003). “Advanced pumping station control for RTC of sewer systems.” Pumps, electromechanical devices and systems applied to urban water management, A. A. Balkema, Lisse, Netherlands, 887–894.
Schütze, M., Campisano, A., Colas, H., Schilling, W., and Vanrolleghem, P. A. (2004). “Real time control of urban wastewater systems—where do we stand today?J. Hydrol.JHYDA7, 299(3–4), 335–348.
Thorton, J. (2002). Water loss control manual. 1st Ed., Mc-Graw-Hill, New York.
Tullis, J. P. (2003). “Invited lecture: Valve selection and application.” Pumps, electromechanical devices and systems applied to urban water management, A. A. Balkema, Lisse, Netherlands, 613–622.
Vairavamoorthy, K., and Lumbers, J. (1998). “Leakage reduction in water distribution systems: Optimal valve control.” J. Hydraul. Eng.JHEND8, 124(11), 1146–1154.
Yoo, C. K., Cho, J. H., Kwak, H. J., Choi, S. K., Chun, H. D., and Lee, I. (2001). “Closed-loop identification and control application for dissolved oxygen concentration in a full-scale coke wastewater treatment plant.” Water Sci. Technol.WSTED4, 43(7), 207–214.
Ziegler, J. G., and Nichols, N. B. (1942). “Optimum settings for automatic controllers.” Trans. ASMETASMAV, 64, 759–768.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 138Issue 4July 2012
Pages: 377 - 384

History

Received: Apr 29, 2011
Accepted: Sep 22, 2011
Published online: Sep 26, 2011
Published in print: Jul 1, 2012

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A. Campisano [email protected]
Senior Researcher, Dept. of Civil and Environmental Engineering, Univ. of Catania, Viale A. Doria 6, 95125 Catania, Italy (corresponding author). E-mail: [email protected]
Full Professor, Dept. of Civil and Environmental Engineering, Univ. of Catania, Viale A. Doria 6, 95125 Catania, Italy. E-mail: [email protected]
Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Catania, Viale A. Doria 6, 95125 Catania, Italy. E-mail: [email protected]

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