TECHNICAL NOTES
Nov 1, 1995

Concept of Significance Index for Maintenance and Design of Pipe Networks

Publication: Journal of Hydraulic Engineering
Volume 121, Issue 11

Abstract

Water-supply engineers often face the task of designing new pipe networks at a low cost, or of rehabilitating the existing networks. In this technical note, a simple optimality criterion called the significance index is defined. This index can be effectively used for the rehabilitation of existing networks. This index can also be slightly modified for use in the optimal design of new networks. The utility of this index for the rehabilitation of networks is demonstrated by its application to an existing network. The use of this index in the optimization of networks is illustrated by the application to an example network. The effectiveness and limitations of these indices are presented in here.

Get full access to this article

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

References

1.
Alperovits, E., and Shamir, U.(1977). “Design of optimal water distribution systems.”Water Resour. Res., 13(6), 885–900.
2.
Bhave, P. R., and Sonak, V. V.(1992). “A critical study of the linear programming gradient method for the optimal design of water supply networks.”Water Resour. Res., 28(6), 1577–1584.
3.
Chiplunkar, A. V., Mehndiratta, S. L., and Khanna, P.(1986). “Looped water distribution system optimization for single loading.”J. Envir. Engrg. Div., ASCE, 100(2), 264–279.
4.
Cowan, J.(1971). “Checking trunk main designs for cost effectiveness.”Water and Water Engrg., 75(908), 385–386.
5.
Deb, A. K.(1974). “Least cost design of branched pipe network systems.”J. Envir. Engrg. Div., ASCE, 100(4), 821–835.
6.
Featherstone, R. E., and El. Jumaily, K. K.(1983). “Optimal diameter selection for pipe networks.”J. Hydr. Engrg., ASCE, 109(2), 221–234.
7.
Gessler, J., and Walski, T. M. (1985). “Water distribution system optimization.”Tech. Rep. EL-85-11, U.S. Army Engrs. Wtrwy. Experiment Station, Vicksburg, Miss.
8.
Goulter, I. C. (1987). “Current and future use of systems analysis in water distribution network design.”Civ. Engrg. Sys., Vol. 4, 175–184.
9.
Jacoby, S. L. S.(1968). “Design of optimal hydraulic networks.”J. Hydr. Div., ASCE, 94(3), 641–661.
10.
Kally, E. (1972). “Computerised planning of least cost water distribution network.”Water Sewage Works, Rep., 121–127.
11.
Karmeli, D., Gadish, Y., and Mayers, S.(1968). “Design of optimal water distribution network.”J. Pipeline Div., ASCE, 94(1), 1–10.
12.
Kessler, A., and Shamir, U.(1989). “Analysis of the linear programming gradient method for optimal design of water supply networks.”Water Resour. Res., 25(7), 1469–1480.
13.
Pitchai, R. (1966). “A model for designing water distribution pipe network,” PhD thesis, Harvard Univ., Cambridge, Mass.
14.
Quindry, G. E., Brill, E. D., and Liebman, J. C.(1981). “Optimisation of looped water distribution systems.”J. Envir. Engrg. Div., ASCE, 107(4), 665–679.
15.
Srinivasa, R. L., and Elango, K. (1992). “Optimal design of water distribution networks with head dependent outflows using augmented Lagrangian.”J. Inst. of Engrg., 73(EN-2), India, 27–33.
16.
Watanatada, T.(1973). “Least cost design of water distribution systems.”J. Hydr. Div., ASCE, 99(9), 1497–1513.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 121Issue 11November 1995
Pages: 833 - 837

History

Published online: Nov 1, 1995
Published in print: Nov 1995

Permissions

Request permissions for this article.

Authors

Affiliations

G. Prince Arulraj
Res. Scholar, Dept. of Civ. Engrg., Indian Inst. of Technol., Madras 600 036, India.
H. Suresh Rao
Prof., Dept. of Civ. Engrg., Indian Inst. of Technol., Madras 600 036, India.

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