TECHNICAL PAPERS
Jan 1, 1993

Predicting Pipe Failure Effects in Water Distribution Networks

Publication: Journal of Water Resources Planning and Management
Volume 119, Issue 1

Abstract

A practical way of assessing the impact of various pipe failure conditions on water distribution networks is described. The method avoids the need to undertake a full network analysis or simulation for each particular component failure. The method assesses the vulnerability of the network to the loss of any particular pipe element, and provides a quantitative estimate of the impact on each nodal demand, and the postfailure utilization of nodal sources and pipe elements. Implementation of the method requires only knowledge of the network configuration and a set of typical operating conditions, such as might already be available from a routine network analysis of the intact distribution network. Detailed non‐linear network analysis covering all possible failure conditions is thus avoided. In cases of networks supplied by a number of sources of differing quality, the same overall technique can also be used to determine the chemical/biochemical quality of supply at any point in the network. The results of the method can be combined with pipe failure probabilities to provide measures of network reliability.

Get full access to this article

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

References

1.
Awumah, K., Goulter, I., and Bhatt, S. K. (1991). “Entropy‐based redundancy measures in water distribution network design.” J. Hydr. Engrg., ASCE, 117(5), 595–614.
2.
Bao, Y., and Mays, L. W. (1990). “Model for water distribution system reliability.” J. Hydr. Engrg., ASCE, 116(9), 1119–1137.
3.
Germanopoulos, G. (1985). “A technical note on the inclusion of pressure dependent demand and leakage terms in water supply network models.” Civ. Eng. Syst., 2(3), 171–179.
4.
Germanopoulos, G., Jowitt, P. W., and Lumbers, J. P. (1986). “Assessing the reliability of supply and level of service for water distribution systems.” Proc., ICE, Part 1, 80(Apr.), 413–428.
5.
Goulter, I. C. (1988). “Measures of inherent redundancy in water distribution network layouts.” J. Inf. and Optimisation Sci., 9(3), 363–390.
6.
Grayman, W. G., Clark, R. M., and Males, R. M. (1988). “Modeling distribution‐system water quality: Dynamic approach.” J. Water Resour. Plng. and Mgmt., 114(3), 295–311.
7.
Jaynes, E. T. (1957a). “Information theory and statistical mechanics.” The Physical Rev., 106, 620–630.
8.
Jaynes, E. T. (1957b). “Information theory and statistical mechanics.” The Physical Rev., 108, 71–190.
9.
Liou, C. P., and Kroon, J. R. (1987). “Modeling the propagation of waterborne substances in distribution networks.” J. Am. Water Works Assoc., 79(11), 54–58.
10.
Males, R. M., Clark, R. M., Wehrman, P. J., and Gates, W. E. (1985). “Algorithm for mixing problems in water systems.” J. Hydr. Engrg., ASCE, 111(2), 206–219.
11.
Ormsbee, L., and Kessler, A. (1990). “Optimal upgrading of hydraulic‐network reliability.” J. Water Resour. Plng. and Mgmt., ASCE, 116(6), 784–802.
12.
Quimpo, R. G., and Shamsi, U. M. (1989). “Network reliability for water distribution system management.” Proc. 5th IAHR Int. Symp. on Stochastic Hydraulics. Univ. of Birmingham, Birmingham, U.K.
13.
Wagner, J. M., Shamir, U., and Marks, D. H. (1988a). “Water distribution reliability: Analytical methods.” J. Water Res. Plng. and Mgmt., ASCE, 114(3), 253–275.
14.
Wagner, J. M., Shamir, U., and Marks, D. H. (1988b). “Water distribution reliability: Simulation methods.” J. Water Res. Plng. and Mgmt., ASCE, 114(3), 276–294.
15.
Wilson, A. G. (1970). Entropy in urban and regional traffic modelling. Pion Press Ltd., London, U.K.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 119Issue 1January 1993
Pages: 18 - 31

History

Received: Mar 4, 1992
Published online: Jan 1, 1993
Published in print: Jan 1993

Permissions

Request permissions for this article.

Authors

Affiliations

P. W. Jowitt
Prof.‐Civ. Engrg. Systems, Civ. Engrg. Systems Res. Centre, Dept. of Civ. and Offshore Engrg., Heriot‐Watt Univ.; Riccarton, Edinburgh EH14 4AS, U.K.
Chengchao Xu
Res. Fellow, Dept. of Electrical and Electronic Engrg., Brunel Univ., Uxbridge, Middlesex, UB8 3PH, U.K.
Formerly Res. Student Heriot‐Watt University

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