IWA Publishing
 IWA Publishing Journals   Subscriptions   Authors   Users   Librarians   FAQs 

J Water SRT - Aqua 54 (2005) 179-187

Optimal water supply zone size

Prabhata K. Swamee and Virendra Kumar

Department of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee, 247 667, India, Email: swamifce@iitr.ernet.in

Department of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee, 247 667, India, Email: swamifce@iitr.ernet.in


ABSTRACT
Large water distribution networks are divided into several small sub-networks called water supply zones. Each sub-network contains a central input point and a distribution system. There is nominal connection between the zones for inter-zonal transfer of water under varying demand patterns. Splitting of an area into zones is not only easy to design, it is also economical. Using geometric programming the present investigation determines the optimal zone size of circular and rectangular geometry. It is hoped that the present work will provide a guideline for deciding the zone size of an arbitrarily shaped area.

Full article (PDF Format)


PAY-PER-VIEW: Buy this article for £20.00 (IWA MEMBER PRICE: £15.00)
Checkout