Technical Notes
Dec 23, 2015

Hydraulic Simulation Techniques for Water Distribution Networks to Treat Pressure Deficient Conditions

This article has a reply.
VIEW THE REPLY
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 142, Issue 4

Abstract

Hydraulic analysis schemes for water distribution networks can be divided into demand-driven analysis (DDA) and pressure-driven analysis (PDA) according to the ways of calculating available outflow at nodes based on the assumption of nodal withdrawal estimation. Gradient algorithm-based numerical analysis schemes are generally used for these two types of hydraulic analysis. However, in abnormal conditions where hydraulic conditions rapidly change due to pipe damages or sudden increases in demands, the numerical solutions often derive unrealistic results that could lead to decision-making errors. In this study, the problems that may occur in hydraulic analysis of abnormal conditions were identified through sample cases using DDA and PDA models; then, the modification techniques resolving the simulation problems, the negative pressure in DDA and the total head reverse in PDA, were suggested. The proposed methods were verified by applying them to sample case study simulations. The application results reveal that the proposed approaches derive more realistic results under abnormal conditions, while the existing DDA and PDA tools produce unacceptable results, such as negative pressure and total head reverse occurrence. The scheme is further investigated for water network reliability evaluations and realistic ranges of demand supply under abnormal conditions were obtained.

Get full access to this article

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

Acknowledgments

This research was supported by Basic Science Research Program through the National Research Foundation of Korea (NRF) funded by the Ministry of Education, Science and Technology (NRF-2013R1A1A1060726). This study was also supported by a grant from the Kyung Hee University in 2013 (KHU-20131807).

References

Abdy Sayyed, M. A. H., Gupta, R., and Tanyimboh, T. T. (2014). “Modelling pressure deficient water distribution networks in EPANET.” Procedia Eng., 89, 626–631.
Abdy Sayyed, M. A. H., Gupta, R., and Tanyimboh, T. T. (2015). “Noniterative application of EPANET for pressure dependent modelling of water distribution systems.” Water Res. Manage., 29(9), 3227–3242.
Ballantyne, D. B., Berg, E., Kennedy, J., Reneau, R., and Wu, D. (1990). “Earthquake loss estimation modeling of the Seattle water system.”, Kennedy/Jenks/Chilton, Federal Way, WA.
Bhave, P. R. (1981). “Node flow analysis of water distribution systems.” Transp. Eng. J., 107(4), 457–467.
Bhave, P. R., and Gupta, R. (2006). Analysis of water distribution networks, Alpha Science International, Pangbourne, U.K.
Chandapillai, J. (1991). “Realistic simulation of water distribution system.” Transp. Eng. J., 258–263.
Cullinane, M. J., Lansey, K. E., and Mays, L. W. (1992). “Optimization-availability-based design of water-distribution networks.” J. Hydraul. Eng., 420–441.
Giustolisi, O., Savic, D. A., Berardi, L., and Laucelli, D. (2011). “An Excel-based solution to bring water distribution network analysis closer to users.” Proc., Computer and Control in Water Industry, Vol. 3, Univ. of Exeter, Exeter, U.K., 805–810.
Giustolisi, O., and Walski, T. M. (2012). “Demand components in water distribution network analysis.” J. Water Resour. Plann. Manage., 356–367.
Gupta, R., and Bhave, P. R. (1996). “Comparison of methods for predicting deficient-network performance.” J. Water Resour. Plann. Manage., 214–217.
Lansey, K. E. (2012). “Sustainable, robust, resilient, water distribution systems.” 14th Water Distribution Systems Analysis Conf., Engineers Australia, Barton, ACT, Australia, 1–18.
Mays, L. W. (2003). Water supply systems security, McGraw-Hill, New York.
Rossman, L. A. (2000). EPANET 2 user’s manual, U.S. Environmental Protection Agency, Cincinnati.
Shi, P. (2006). “Seismic response modeling of water supply systems.” Ph.D. dissertation, School of Civil and Environmental Engineering, Cornell Univ., Ithaca, NY.
Shinozuka, M, Tan, R. Y., and Toike, T. (1981). Serviceability of water transmission systems under seismic risk, lifeline earthquake engineering, the current state of knowledge, ASCE, Reston, VA.
Tabucchi, T., Davidson, R., and Brink, S. (2010). “Simulation of post-earthquake water supply system restoration.” Civ. Eng. Environ. Syst., 27(4), 263–279.
Tanyimboh, T. T., and Tabesh, M. (1997). “Discussion comparison of methods for predicting deficient-network performance.” J. Water Resour. Plann. Manage., 369–370.
Todini, E., and Pilati, S. (1988). “A gradient algorithm for the analysis of pipe networks.” Comput. Appl. Water Supply, 1, 1–20.
Wagner, J. M., Shamir, U., and Marks, D. H. (1988). “Water distribution reliability: Simulation methods.” J. Water Resour. Plann. Manage., 276–294.
WaterGEMS [Computer software]. Bentley Systems, Exton, PA.
Wood, D. J. (1980). Computer analysis of flow in pipe networks including extended period simulations (KYPIPE user’s manual), Univ. of Kentucky, Lexington, KY.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 142Issue 4April 2016

History

Received: Mar 18, 2015
Accepted: Oct 13, 2015
Published online: Dec 23, 2015
Published in print: Apr 1, 2016
Discussion open until: May 23, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Ph.D. Candidate, Dept. of Civil, Environmental and Architectural Engineering, Korea Univ., Seoul 136-713, South Korea. E-mail: [email protected]
Do Guen Yoo [email protected]
Research Professor, Research Center for Disaster Prevention Science and Technology, Korea Univ., Seoul 136-713, South Korea (corresponding author). E-mail: [email protected]; [email protected]
Joong Hoon Kim [email protected]
Professor, School of Civil, Environmental and Architectural Engineering, Korea Univ., Seoul 136-713, South Korea. E-mail: [email protected]
Doosun Kang [email protected]
Assistant Professor, Dept. of Civil Engineering, Kyung Hee Univ., Yongin-si, Gyeonggi-do 446-701, South Korea. 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