TECHNICAL PAPERS
Jun 1, 2008

Decomposition Model of a General Water Supply Network Graph

Publication: Journal of Hydraulic Engineering
Volume 134, Issue 6

Abstract

A new decomposition concept of the network graph according to its connectivity properties is introduced in this paper that allows various applications in the field of systems analysis of water supply networks. In this case, the network graph consists of two main components. The outer branched component of the network is called a forest. The inner complement is denoted as the core of the network. A forest consists of a number of trees, while the core network is composed of distinct biconnected blocks that are connected by bridges. Forest and core components of the network overlap at the so-called root nodes. Calculations for the simulation or the optimization of the single components can be done, independently, thus decreasing matrix sizes and calculation time. Control actions that are necessary to efficiently operate a water supply system result in changes of the connectivity of the network graph. By using the proposed decomposition approach the in-time identification of the different supply areas according to the actual state of the network is straightforward. It also includes measures of network vulnerability and several stages of network simplification that are able to enhance the understanding of the single network components and their interaction. The simplified network model can be applied, for instance, to the development of strategies for efficient operation and control of a water distribution network.

Get full access to this article

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

References

Batagelj, V., and Zaversnik, M. (2002). “Generalized cores.” http://www.citebase.org/abstract?id=oai:arXiv.org:cs/0202039 (Sept. 27, 2006).
Bondy, J. A., and Murty, U. S. R. (1976). Graph theory with applications, 5th Ed., Elsevier, New York.
Carpentier, P., and Cohen, G. (1993). “Applied mathematics in water supply network management.” Automatica, 29(5), 1215–1250.
Collins, M., Cooper, L., Helgason, R., Kennington, J., and LeBlanc, L. (1978). “Solving the pipe network analysis problem using optimization techniques.” Manage. Sci., 24(7), 747–760.
Davidson, J., Bouchart, F., Cavill, S., and Jowitt, P. (2005). “Real-time connectivity modeling of water distribution networks to predict contamination spread.” J. Comput. Civ. Eng., 19(4), 377–386.
Deuerlein, J., Cembrowicz, R. G., and Dempe, S. (2005). “Hydraulic simulation of water supply networks under control.” Proc., 7th Annual Symp. on Water Distribution Systems Analysis (CD-ROM), ASCE, Anchorage, Alaska.
Diestel, R. (2005). Graph theory, electronic Ed., Springer, New York, http://www.math.uni-hamburg.de/home/diestel/books/graph.theory/GraphTheoryIII.pdf (Sep. 27, 2006).
Gupta, R., and Prasad, T. D. (2000). “Extended use of linear graph theory for analysis of pipe networks.” J. Hydraul. Eng., 126(1), 56–62.
Kesavan, H. K., and Chandrashekar, M. (1972). “Graph-theoretic models for pipe network analysis.” J. Hydr. Div., 98(2), 345–364.
Nielsen, H. B. (1989). “Methods for analyzing pipe networks.” J. Hydraul. Eng., 115(2), 139–157.
Rossman, L. A. (2000). EPANET users’ manual, version 2, EPA/600/R-00/057, United States Environmental Protection Agency, Narragansett, R.I.
Shinstine, D. S., Ahmed, I., and Lansey, K. E. (2002). “Reliability/availability analysis of municipal water distribution networks: Case studies.” J. Water Resour. Plann. Manage., 128(2), 140–151.
Solomatine, D. P. (1996). “Object orientation in hydraulic modeling architectures.” J. Comput. Civ. Eng., 10(2), 125–135.
Tarjan, R. E. (1972). “Depth-first search and linear graph algorithms.” SIAM J. Comput., 1(2), 146–160.
Yang, S., Hsu, N.-S., Louie, P. W. F., and Yeh, W. W.-G. (1996). “Water distribution network reliability: Connectivity analysis.” J. Infrastruct. Syst., 2(2), 54–64.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 134Issue 6June 2008
Pages: 822 - 832

History

Received: Nov 27, 2006
Accepted: Sep 17, 2007
Published online: Jun 1, 2008
Published in print: Jun 2008

Permissions

Request permissions for this article.

Authors

Affiliations

Jochen W. Deuerlein
Research Associate, Institute for Water and River Basin Management, Dept. of Civil Engineering, Geo- and Environmental Sciences, Univ. Karlsruhe (TH), 76128 Karlsruhe, Germany. 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