Technical Papers
Jan 13, 2021

Effects of Sampling on Stability and Performance of Electronically Controlled Pressure-Reducing Valves

Publication: Journal of Water Resources Planning and Management
Volume 147, Issue 3

Abstract

This paper explains and demonstrates how increasing a sampling period in pressure control may worsen a system’s performance and lead to instability. The notion of stability of continuous-time and discrete-time systems is briefly introduced and applied to a simple closed-loop inertial system. It is then demonstrated how the stability of dynamic systems depends on a sampling period as well as on gain. Subsequently, the analysis is applied to a model of an electronically controlled pressure-reducing valve (PRV) coupled with a transient model of a water distribution network (WDN). The occurrence of instabilities at overly long sampling periods is demonstrated. Practical recommendations on the appropriate choice of sampling times are put forth based on simulation results and control engineering rules of thumb given the closed-loop system’s dynamics. Performance of a theoretical pressure control scheme is then simulated under time-varying demands and with controllers designed to work at different sampling frequencies.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

The following data, models, or code generated or used during the study are available from the corresponding author by request:
simple first-order sampled system in Simulink used to demonstrate the mechanisms of instabilities in feedback systems,
PRV/WDN system in Simulink used for model identification and final simulation under time-varying demand,
family of identified transfer functions used for controller design, and
code for generation of demand patterns as stochastic series of pulses.

References

AbdelMeguid, H., P. Skworcow, and B. Ulanicki. 2011. “Mathematical modelling of a hydraulic controller for PRV flow modulation.” J. Hydroinf. 13 (3): 374–389. https://doi.org/10.2166/hydro.2011.024.
Berardi, L., A. Simone, D. B. Laucelli, R. M. Ugarelli, and O. Giustolisi. 2018. “Relevance of hydraulic modelling in planning and operating real-time pressure control: Case of Oppegård municipality.” J. Hydroinf. 20 (3): 535–550. https://doi.org/10.2166/hydro.2017.052.
Buchberger, S. G., and G. J. Wells. 1996. “Intensity, duration, and frequency of residential water demands.” J. Water Resour. Plann. Manage. 122 (1): 11–19. https://doi.org/10.1061/(ASCE)0733-9496(1996)122:1(11).
Campisano, A., E. Creaco, and C. Modica. 2010. “RTC of valves for leakage reduction in water supply networks.” J. Water Resour. Plann. Manage. 136 (1): 138–141. https://doi.org/10.1061/(ASCE)0733-9496(2010)136:1(138).
Campisano, A., C. Modica, S. Reitano, R. Ugarelli, and S. Bagherian. 2016. “Field-oriented methodology for real-time pressure control to reduce leakage in water distribution networks.” J. Water Resour. Plann. Manage. 142 (12): 04016057. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000697.
Campisano, A., C. Modica, and L. Vetrano. 2012. “Calibration of proportional controllers for the RTC of pressures to reduce leakage in water distribution networks.” J. Water Resour. Plann. Manage. 138 (4): 377–384. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000197.
Creaco, E. 2017. “Exploring numerically the benefits of water discharge prediction for the remote RTC of WDNs.” Water 9 (12): 961. https://doi.org/10.3390/w9120961.
Creaco, E., A. Campisano, N. Fontana, G. Marini, P. Page, and T. Walski. 2019. “Real time control of water distribution networks: A state-of-the-art review.” Water Res. 161 (Sep): 517–530. https://doi.org/10.1016/j.watres.2019.06.025.
Creaco, E., A. Campisano, M. Franchini, and C. Modica. 2017. “Unsteady flow modeling of pressure real-time control in water distribution networks.” J. Water Resour. Plann. Manage. 143 (9): 04017056. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000821.
Creaco, E., A. Campisano, and C. Modica. 2018. “Testing behavior and effects of PRVs and RTC valves during hydrant activation scenarios.” Urban Water J. 15 (3): 218–226. https://doi.org/10.1080/1573062X.2018.1424214.
Creaco, E., and M. Franchini. 2013. “A new algorithm for real-time pressure control in water distribution networks.” Water Supply 13 (4): 875–882. https://doi.org/10.2166/ws.2013.074.
Fontana, N., M. Giugni, L. Glielmo, G. Marini, and R. Zollo. 2018. “Real-time control of pressure for leakage reduction in water distribution network: Field experiments.” J. Water Resour. Plann. Manage. 144 (3): 04017096. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000887.
Galuppini, G., E. Creaco, C. Toffanin, and L. Magni. 2019. “Service pressure regulation in water distribution networks.” Control Eng. Pract. 86 (May): 70–84. https://doi.org/10.1016/j.conengprac.2019.03.007.
Galuppini, G., L. Magni, and E. Creaco. 2020. “Stability and robustness of real-time pressure control in water distribution systems.” J. Hydraul. Eng. 146 (4): 04020023. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001722.
Giustolisi, O., R. M. Ugarelli, L. Berardi, D. B. Laucelli, and A. Simone. 2017. “Strategies for the electric regulation of pressure control valves.” J. Hydroinf. 19 (5): 621–639. https://doi.org/10.2166/hydro.2017.101.
Giustolisi, O., and T. M. Walski. 2012. “Demand components in water distribution network analysis.” J. Water Resour. Plann. Manage. 138 (4): 356–367. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000187.
Janus, T., and B. Ulanicki. 2017. “Hydraulic modelling for pressure reducing valve controller design addressing disturbance rejection and stability properties.” Procedia Eng. 186: 635–642. https://doi.org/10.1016/j.proeng.2017.03.280.
Janus, T., and B. Ulanicki. 2018. “Improving stability of electronically controlled pressure-reducing valves through gain compensation.” J. Hydraul. Eng. 144 (8): 04018053. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001498.
Jones, S., R. Collins, and J. Boxall. 2015. “Do transients contribute to turbidity failures of water distribution systems?” In Proc., BHR Group—12th Int. Conf. on Pressure Surges. Dublin, Ireland: BHR Group. https://doi.org/10.13140/RG.2.1.4667.9122.
Jung, B. B. S., P. F. Boulos, and D. J. Wood. 2009. “Effect of pressure-sensitive demand on surge analysis.” Am. Water Works Assoc. J. 101 (4): 100–111. https://doi.org/10.1002/j.1551-8833.2009.tb09877.x.
Ljung, L., ed. 1999. System identification: Theory for the user. 2nd ed. Upper Saddle River, NJ: Prentice Hall.
Ljung, L. 2009. “Experiments with identification of continuous time models.” IFAC Proc. Vol. 42 (10): 1175–1180. https://doi.org/10.3182/20090706-3-FR-2004.00195.
Madoński, R., M. Nowicki, and P. Herman. 2014. “Application of active disturbance rejection controller to water supply system.” In Proc., 33rd Chinese Control Conf., 4401–4405. New York: IEEE. https://doi.org/10.1109/ChiCC.2014.6895677.
Malppan, P. J., and K. Sumam. 2015. “Pipe burst risk assessment using transient analysis in surge 2000.” Aquatic Procedia 4: 747–754. https://doi.org/10.1016/j.aqpro.2015.02.157.
Ogata, K. 2010. Modern control engineering. 5th ed. Harlow, UK: Pearson.
Page, P. R., A. M. Abu-Mahfouz, and M. L. Mothetha. 2017a. “Pressure management of water distribution systems via the remote real-time control of variable speed pumps.” J. Water Resour. Plann. Manage. 143 (8): 04017045. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000807.
Page, P. R., A. M. Abu-Mahfouz, and S. Yoyo. 2017b. “Parameter-less remote real-time control for the adjustment of pressure in water distribution systems.” J. Water Resour. Plann. Manage. 143 (9): 04017050. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000805.
Page, P. R., and E. Creaco. 2019. “Comparison of flow-dependent controllers for remote real-time pressure control in a water distribution system with stochastic consumption.” Water 11 (3): 422. https://doi.org/10.3390/w11030422.
Page, P. R., S. Zulu, and M. L. Mothetha. 2018. “Remote real-time pressure control via a variable speed pump in a specific water distribution system.” J. Water Supply Res. Technol. AQUA 68 (1): 20–28. https://doi.org/10.2166/aqua.2018.074.
Phillips, C. L., and R. D. Harbor. 2000. Feedback control systems. 4th ed. Upper Saddle River, NJ: Prentice-Hall.
Prescott, S. L., and B. Ulanicki. 2003. “Dynamic modeling of pressure reducing valves.” J. Hydraul. Eng. 129 (10): 804–812. https://doi.org/10.1061/(ASCE)0733-9429(2003)129:10(804).
Prescott, S. L., and B. Ulanicki. 2008. “Improved control of pressure reducing valves in water distribution networks.” J. Hydraul. Eng. 134 (1): 56–65. https://doi.org/10.1061/(ASCE)0733-9429(2008)134:1(56).
Rezaei, H., B. Ryan, and I. Stoianov. 2015. “Pipe failure analysis and impact of dynamic hydraulic conditions in water supply networks.” Procedia Eng. 119: 253–262. https://doi.org/10.1016/j.proeng.2015.08.883.
Sigurd Skogestad, C. G. 2018. “Should we forget the Smith Predictor?” In Vol. 51 of Proc., 3rd IFAC Conf. on Advances in Proportional-Integral-Derivative Control PID 2018, 769–774. Ghent, Belgium: IFAC-PapersOnLine. https://doi.org/10.1016/j.ifacol.2018.06.203.
Strogatz, S. 2007. Nonlinear dynamics and chaos: Studies in nonlinearity. 1st ed. Boca Raton, FL: CRC Press.
Thornton, J., and A. Lambert. 2010. “Managing pressures to reduce new breaks.” Accessed August 20, 2020. https://www.researchgate.net/publication/292685069_Managing_pressures_to_reduce_new_breaks.
Vande Vegte, J. 1986. Feedback control systems. 3rd revised ed. New York: Prentice Hall.
van Zyl, J. E., and A. M. Cassa. 2014. “Modeling elastically deforming leaks in water distribution pipes.” J. Hydraul. Eng. 140 (2): 182–189. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000813.
Vicente, D. J., L. Garrote, R. Sánchez, and D. Santillán. 2016. “Pressure management in water distribution systems: Current status, proposals, and future trends.” J. Water Resour. Plann. Manage. 142 (2): 04015061. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000589.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 147Issue 3March 2021

History

Received: Nov 19, 2019
Accepted: Sep 9, 2020
Published online: Jan 13, 2021
Published in print: Mar 1, 2021
Discussion open until: Jun 13, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Tomasz Janus [email protected]
Research Associate, Dept. of Mechanical, Aerospace, and Civil Engineering, Univ. of Manchester, George Begg Bldg., Manchester M1 3BB, UK (corresponding author). Email: [email protected]
Professor Emeritus of Engineering Systems, Water Software Systems, School of Engineering and Sustainable Development, De Montfort Univ., The Gateway, Leicester LE1 9BH, UK. ORCID: https://orcid.org/0000-0002-8288-9928

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.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share