Technical Papers
Nov 9, 2017

Leakage Control and Energy Recovery Using Variable Speed Pumps as Turbines

This article has a reply.
VIEW THE REPLY
This article has a reply.
VIEW THE REPLY
Publication: Journal of Water Resources Planning and Management
Volume 144, Issue 1

Abstract

One of the primary concerns in water supply systems is pressure control. High pressure increases both leakage and the risk of pipes bursting, while low pressure can reduce the water supplied to consumers and allow the intrusion of pathogens. Therefore, the operation of the equipment must be optimized to avoid such problems. In high pressure zones, pressure reducing valves (PRVs) are commonly used for pressure control. However, the energy dissipated from head loss could be recovered to produce electrical energy. The use of pumps as turbines (PAT) in this case is an alternative to improve the system efficiency. However, owing to the dynamic operation, PAT performance drops significantly during some periods of the day. The use of variable speeds can solve this problem, but the PAT selection to optimize the operation remains an issue. Therefore, this paper presents a method to simultaneously select PATs and schedule their operation using variable speed to improve energy recovery and reduce leakage. Two networks are studied and the performance in leakage control is compared with the PRV operation.

Get full access to this article

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

References

ABNT (Brazilian Association of Technical Standards). (1994). “Project of water distribution network for public supply.”, Rio de Janeiro, Brazil (in Portuguese).
Brentan, B. M., and Luvizotto, E., Jr. (2014). “Refining PSO applied to electric energy cost reduction in water pumping.” Water Res. Manage., 4(2), 19–30.
Budris, A. R. (2011). Multiple ‘pump as turbine’ installations keep efficiency high over wide flow range, Vol. 67, Water World, Plymouth, MN.
Carravetta, A., del Giudice, G., Fecarotta, O., and Ramos, H. (2013). “PAT design strategy for energy recovery in water distribution networks by electrical regulation.” Energies, 6(1), 411–424.
Carravetta, A., del Giudice, G., Fecarotta, O., and Ramos, H. M. (2012). “Energy production in water distribution networks: A PAT design strategy.” Water Resour. Manage., 26(13), 3947–3959.
Carravetta, A., Fecarotta, O., del Giudice, G., and Ramos, H. (2014). “Energy recovery in water systems by PATs: A comparisons among the different installation schemes.” Procedia Eng., 70, 275–284.
Chapallaz, J. M., Eichenberger, P., and Fischer, G. (1992). Manual on pumps used as turbines; MHPG series, Vol. 11, Vieweg, Braunschweig, Germany.
Corcoran, L., McNabola, A., and Coughlan, P. (2017). “Predicting and quantifying the effect of variations in long-term water demand on micro-hydropower energy recovery in water supply networks.” Urban Water J., 14(7), 676–684.
Deane, J. P., Gallacho, B. P. O., and McKeogh, E. J. (2010). “Techno-economic review of existing and new pumped hydro energy storage plant.” Renewable Sustainable Energy Rev., 14(4), 1293–1302.
Eberhart, R., and Kennedy, J. (1995). “A new optimizer using particle swarm theory.” Proc., 6th Int. Symp. on Micro Machine and Human Science, IEEE, New York, 39–43.
Fontana, N., Giugni, M., and Portolano, D. (2012). “Losses reduction and energy production in water-distribution networks.” J. Water Resour. Plann. Manage., 237–244.
Gallagher, J., Harris, I. M., Packwood, A. J., McNabola, A., and Williams, A. P. (2015). “A strategic assessment of micro-hydropower in the UK and Irish water industry: Identifying technical and economic constraints.” Renewable Energy, 81, 808–815.
Gomes, R. J., Marques, A. S., and Sousa, J. (2011). “Estimation of the benefits yielded by pressure management in water distribution systems.” Urban Water J., 8(2), 65–77.
Hau, E. (2000). Windturbines: Fundamentals, technologies, application and economics, Springer, Berlin.
Ilaya-Ayza, A. E., Campbell, E., Pérez-García, R., and Izquierdo, J. (2016). “Network capacity assessment and increase in systems with intermittent water supply.” Water, 8(4), 126.
Izquierdo, J., and Iglesias, P. L. (2002). “Mathematical modelling of hydraulic transients in simple systems.” Math. Comput. Modell., 35(7–8), 801–812.
Joshi, S., Gordon, A., Holloway, L., Chang, L., and Kojabadi, H. M. (2005). “Development of a stand alone micro-hydro system using pump as turbine technology for low head sites in remote areas.” Proc., 20th Int. Power System Conf., Tehran, Iran.
Kwok, S. C., Lang, H., and O’Callaghan, P. (2010). Water technology markets 2010: Key opportunities and emerging trends, Media Analytics, Oxford, U.K.
Lee, E. J., and Schwab, K. J. (2005). “Deficiencies in drinking water distribution systems in developing countries.” J. Water Health, 3(2), 109–127.
Marchis, M., and Freni, G. (2015). “Pump as turbine implementation in a dynamic numerical model: Cost analysis for energy recovery in water distribution network.” J. Hydroinf., 17(3), 347–361.
Meirelles, G., Luvizotto, E., Jr., and Brentan, B. M. (2017). “Selection and location of pumps as turbines substituting pressure reducing valves.” Renewable Energy, 109, 392–405.
Meirelles, G. L., and Luvizotto, E., Jr., (2017). “Method to estimate complete curves of hydraulic pumps through the polymorphism of existing curves.” J. Hydraul. Eng., 04017017.
Montalvo, I., Izquierdo, J., Pérez-García, R., and Herrera, M. (2014). “Water distribution system computer-aided design by agent swarm optimization.” Comput. Aided Civ. Infrastruct. Eng., 29(6), 433–448.
Mora-Melia, D., Iglesias-Rey, P. L., Martinez-Solano, F. J., and Ballesteros-Pérez, P. (2015). “Efficiency of evolutionary algorithms in water network pipe sizing.” Water Resour. Manage., 29(13), 4817–4831.
Mora-Rodríguez, J., López-Jiménez, P. A., and Ramos, H. M. (2012). “Intrusion and leakage in drinking systems induced by pressure variation.” J. Water Supply Res. Technol. Aqua, 61(7), 387–402.
Muche, T. (2009). “A real option-based simulation model to evaluate investments in pump storage plants.” Energy Policy, 37(11), 4851–4862.
Pannatier, Y., Kawkabani, B., Nicolet, C., Simond, J. J., Schwery, A., and Allenbach, P. (2010). “Investigation of control strategies for variable-speed pump-turbine units by using a simplified model of the converters.” IEEE Trans. Ind. Electron., 57(9), 3039–3049.
Ramos, H., Borga, M., Simão, A., and Simão, M. (2009). “New design solutions for low-power energy production in water pipe systems.” Water Sci. Eng., 2(4), 69–84.
Reca, J., Martínez, J., Gil, C., and Baños, R. (2008). “Application of several meta-heuristic techniques to the optimization of real looped water distribution networks.” Water Resour. Manage., 22(10), 1367–1379.
Samora, I., Franca, M. J., Schleiss, A. J., and Ramos, H. M. (2016). “Simulated annealing in optimization of energy production in a water supply network.” Water Resour. Manage., 30(4), 1533–1547.
Sharma, K. (1985). “Small hydroelectric project-use of centrifugal pumps as turbines.”, Kirloskar Electric Co., Bangalore, India.
Sinagra, M., Sammartano, V., Aricò, C., Collura, A., and Tucciarelli, T. (2014). “Cross-flow turbine design for variable operating conditions.” Procedia Eng., 70, 1539–1548.
Sitzenfrei, R., and von Leon, J. (2014). “Long-time simulation of water distribution systems for the design of small hydropower systems.” Renewable Energy, 72, 182–187.
Thorley, A. R. D., and Chaudry, A. (1996). “Pump characteristics for transient flow analysis.” BHR Group Conf. Series Publication, Vol. 19, Mechanical Engineering Publications, Bedford, U.K., 461–476.
Vassiljev, A., Koor, M., and Koppel, T. (2015). “Real-time demands and calibration of water distribution systems.” Adv. Eng. Software, 89, 108–113.
Wan, W., and Huang, W. (2011). “Investigation on complete characteristics and hydraulic transient of centrifugal pump.” J. Mech. Sci. Technol., 25(10), 2583–2590.
Williams, A. (1995). Pumps as turbines users guide, International Technology Publications, London, 59.
Wu, Z. Y., and Simpson, A. R. (2002). “A self-adaptive boundary search genetic algorithm and its application to water distribution systems.” J. Hydraul. Res., 40(2), 191–203.
Wylie, E. B., and Streeter, V. L. (1983). Fluid transients, Thomson-Shore, Dexter, MI.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 144Issue 1January 2018

History

Received: Feb 21, 2017
Accepted: Jun 13, 2017
Published online: Nov 9, 2017
Published in print: Jan 1, 2018
Discussion open until: Apr 9, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Gustavo Meirelles Lima [email protected]
School of Civil Engineering, Architecture and Urban Planning, Univ. of Campinas, Campinas 13083-970, São Paulo, Brazil (corresponding author). E-mail: [email protected]
Edevar Luvizotto Jr. [email protected]
Associate Professor, School of Civil Engineering, Architecture and Urban Planning, Univ. of Campinas, Campinas 13083-970, São Paul, Brazil. E-mail: [email protected]
Bruno Melo Brentan, Ph.D. [email protected]
School of Civil Engineering, Architecture and Urban Planning, Univ. of Campinas, Campinas 13083-970, São Paul, Brazil. E-mail: [email protected]
Helena M. Ramos [email protected]
Associate Professor, Dept. of Civil Engineering, Architecture and Georesources, Ceris, Instituto Superior Técnico, Universidade de Lisboa, 1649-004 Lisboa, Portugal. E-mail: [email protected]

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