Technical Papers
Jan 21, 2016

Selection of Pumping Configuration for Closed Water Distribution Systems

Publication: Journal of Water Resources Planning and Management
Volume 142, Issue 6

Abstract

This paper provides an insight into the selection of the most suitable configuration for closed distribution systems (i.e., systems with no storage capacity). The analysis is developed considering a wide ranges of operational scenarios in terms of flows and required heads. For each scenario, various design configurations are considered and compared. Results show that using more than a minimum of pumps can have lower operational and total costs thanks to the pumps operating closer to their best efficiency point. Small additional benefits in terms of operational and total costs may be obtained as a result of the introduction of the variable speed drive in at least one of the station pumps. Similar costs are obtained in the configuration where large pumps are flanked by a small jockey pump operating at low demand times. The design solution made up of large pumps fitted with a downstream hydropneumatic tank also represents a valid alternative option from the economical viewpoint for small flows.

Get full access to this article

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

Acknowledgments

The authors would like to thank the reviewers for their helpful comments on the initial submittal of the paper.

References

AWWA (American Water Works Association). (2015). “Energy management for water utilities.” Denver.
GLUMRB (Great Lakes and Upper Mississippi River Board of State Public Health and Environmental Managers). (1992). “Recommended standards for water works.” Albany, NY.
Leiby, V., and Burke, M. (2011). Energy efficiency best practices for North American drinking water utilities, Water Research Foundation, Denver.
U.S. EPA. (2009). “Ensuring a sustainable future: An energy management guidebook for wastewater and water utilities.”, U.S. Environmental Protection Agency Office of Wastewater Management, Cincinnati.
Walski, T. M. (2001). “Don’t forget energy cost when selecting pumps.” AWWA Annual Conf., AWWA, Denver.
Walski, T. M. (2011). “Practical tips for reducing energy use.” Computing and Controls in the Water Industry, Univ. of Exeter, U.K.
Walski, T. M. (2012). “Planning-level capital cost estimates for pumping.” J. Water Resour. Plann. Manage., 307–310.
Walski, T. M., Hartell, W., and Wu, Z. Y. (2010). “Developing system head curves for closed systems.” J. Am. Water Works Assoc., 102(9), 84–89.
Walski, T. M., Sharkey, M., and Pflanz, M. (2011). “What happens when your pump loses power?” AWWA Distribution Symp., AWWA, Denver.
Walski, T. M., Wu, Z. Y., and Bowdler, D. (2006). “Finding thieves in your water system.” AWWA Annual Conf., AWWA, Denver.
Water Environment Federation (WEF). (2009). “Energy conservation in water and wastewater facilities.” Alexandria, VA.
WaterGEMS [Computer software]. Bentley Systems, Exton, PA.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 142Issue 6June 2016

History

Received: Apr 1, 2015
Accepted: Nov 9, 2015
Published online: Jan 21, 2016
Published in print: Jun 1, 2016
Discussion open until: Jun 21, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Thomas Walski, F.ASCE [email protected]
Bentley Fellow, Bentley Systems, Incorporated, 3 Brian’s Place, Nanticoke, PA 18634 (corresponding author). E-mail: [email protected]
Enrico Creaco [email protected]
Assistant Professor, Dipartimento di Ingegneria Civile e Architettura, Univ. of Pavia, Via Ferrata 3, 27100 Pavia, Italy. 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