Technical Papers
Oct 8, 2011

Impact of Water Demand Parameters on the Reliability of Municipal Storage Tanks

Publication: Journal of Water Resources Planning and Management
Volume 138, Issue 5

Abstract

Municipal storage tanks are normally sized according to inherently conservative design guidelines. An alternative way to determine the required size of a tank, on the basis of a stochastic analysis of the system, was proposed in a previous study, in which it was recommended that tanks should be sized for a minimum reliability of one failure in 10 years at the most critical time of the year, typically under seasonal peak demand conditions. In this study, the same method is used to investigate the impact of different user demand parameters on tank reliability. It was concluded that the supply ratio, defined as the ratio of the source capacity to the average demand in the week considered, is the most important demand-related factor affecting tank reliability. It is shown that the reliability of tanks varies greatly throughout the year, and it is recommended that municipalities do everything possible to ensure that their system runs smoothly over the seasonal peak demand period. Several other important demand factors affecting tank reliability are also identified. It is concluded that the optimal combination of source capacity and tank size should be determined on the basis of economic factors, and that it is likely to be system specific.

Get full access to this article

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

References

Alvisi, S., Franchini, M., and Marinelli, A. (2003). “A stochastic model for representing drinking water demand at residential level.” Water Resour. Manage., 17(3), 197–222.
Alvisi, S., Franchini, M., and Marinelli, A. (2007). “A short-term, pattern-based model for water-demand forecasting.” J. Hydroinf., 9(1), 39–50.
Aly, A. H., and Wanakule, N. (2004). “Short-term forecasting for urban water consumption.” J. Water Resour. Plann. Manage., 130(5), 405–410.
Barnes, D., Bliss, P. J., Gould, B. W., and Valentine, H. R. (1986). Water and wastewater engineering systems, Longman Scientific and Technical, Harlow, UK.
Great Lakes and Upper Mississippi River Board of State Public Health and Environmental Managers (GLUMRB). (1992). Recommended standards for water works, GLUMRB, Albany, NY.
Homwongs, C., Sastri, T., and Foster, J. W. III. (1994). “Adaptive forecasting of hourly municipal water consumption.” J. Water Resour. Plann. Manage., 120(6), 888–905.
Kwietniewski, M., and Roman, M. (1997). “Establishing performance criteria of water supply systems reliability.” Aqua, 46(3), 181–184.
Nel, D., and Haarhoff, J. (1996). “Sizing municipal water storage tanks with Monte Carlo simulation.” Aqua, 45(4), 203–212.
Rossman, L. (2000). “EPANET users manual.”, Environmental Protection Agency, Risk Reduction Engineering Laboratory, Cincinnati.
van Zyl, J. E., Borthwick, J., and Hardy, A. (2003). “OOTEN: An object-oriented programmers toolkit for EPANET.” CCWI and WATERSAVE Int. Conf. (Supplementary Proc.), Imperial College, London.
van Zyl, J. E., Piller, O., and le Gat, Y. (2008). “Sizing municipal storage tanks based on reliability criteria.” J. Water Resour. Plann. Manage., 134(6), 548–555.
Walski, T. M. (2000). “Hydraulic design of water distribution storage tanks.” Chapter 10, Water distribution systems handbook, Mays, L. W., ed., McGraw-Hill Professional, New York, 10.1–10.20.
Xu, C., Goulter, I., and Tickle, K. S. (1998). “Probabilistic hydraulic models for assessing capacity reliability of aging water distribution infrastructure.” 3rd Int. Symp. on Stormwater Management, Institute of Engineers, Adelaide, Australia, 165–170.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 138Issue 5September 2012
Pages: 553 - 561

History

Received: Aug 27, 2009
Accepted: Oct 6, 2011
Published online: Oct 8, 2011
Published in print: Sep 1, 2012

Permissions

Request permissions for this article.

Authors

Affiliations

Jakobus E. van Zyl [email protected]
M.ASCE
Dept. of Civil Engineering, Univ. of Cape Town, Private Bag X3, Rondebosch 7701, South Africa (corresponding author). E-mail: [email protected]
Yves le Gat [email protected]
Civil Engineer, Hydraulics and Civil Engineering Research Unit, Cemagref, 50 avenue de Verdun, Gazinet, F-33612 Cestas cedex, France. E-mail: [email protected]
Olivier Piller [email protected]
Research Scientist, Hydraulics and Civil Engineering Research Unit, Cemagref, 50 avenue de Verdun, Gazinet, F-33612 Cestas cedex, France. E-mail: [email protected]
Thomas M. Walski [email protected]
F.ASCE
Senior Product Manager, Bentley Systems, 3 Brian’s Place, Nanticoke, PA 18634. 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