DISCUSSIONS AND CLOSURES
Jul 1, 2008

Discussion of “Optimization of Water Distribution Networks Using Integer Linear Programming” by Hossein M. V. Samani and Alireza Mottaghi

This article is a reply.
VIEW THE ORIGINAL ARTICLE
This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Hydraulic Engineering
Volume 134, Issue 7
First page of PDF

Get full access to this article

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

References

Alperovits, F., and Shamir, U. (1977). “Design of optimal water distribution systems.” Water Resour. Res., 13(6), 885–900.
Bhave, P. R. (1985). “Optimal expansion of water distribution systems.” J. Environ. Eng., 111(2), 177–197.
Goulter, I. C., Lussier, B. M., and Morgan, D. R. (1986). “Implications of head loss path choice in the optimization of water distribution networks.” Water Resour. Res., 22(5), 819–822.
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.
Loganathan, G. V., Greene, J. J., and Ahn, T. J. (1995). “Design heuristic for globally minimum cost water distribution systems.” J. Water Resour. Plann. Manage., 121(2), 182–192.
Martínez, J. B. (2007). “Quantifying the economy of water supply looped networks.” J. Hydraul. Eng., 133(1), 88–97.
Simpson, A. R., Dandy, G. C., and Murphy, L. J. (1994). “Genetic algorithms compared to other techniques for pipe optimization.” J. Water Resour. Plann. Manage., 120(4), 423–443.
Templeman, A. (1982). “Discussion of ‘Optimization of looped water distribution systems’ by Quindry et al.” J. Envir. Engrg. Div., 108(3), 599–602.
Walski, T. M. (1996). “Discussion of ‘Design heuristic for globally minimum cost water distribution systems’ by Loganathan, Greene, and Ahn.” J. Water Resour. Plann. Manage., 122(4), 313–314.
Walski, T. M. (2001). “The wrong paradigm—Why water distribution optimization doesn’t work.” J. Water Resour. Plann. Manage., 127(4), 203–205.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 134Issue 7July 2008
Pages: 1023 - 1024

History

Published online: Jul 1, 2008
Published in print: Jul 2008

Permissions

Request permissions for this article.

Authors

Affiliations

Jose Bienvenido Martínez
Professor, Centro de Investigaciones Hidráulicas (CIH), Instituto Superior Politécnico “José Antonio Echeverría” (CUJAE), Marianao, La Habana, Cuba. E-mail: [email protected]; [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