Abstract
The performance of water distribution networks (WDNs) is often measured in terms of the reliability in meeting its demands. In this paper, a methodology based on cross-entropy (CE) is presented for optimal design of WDN by considering the uncertainty in nodal demands. The nodal demands are considered as random variables and their associated uncertainties are represented by normal distributions. The CE-based methodology is applied for two case studies, namely, two-loop WDN and Hanoi WDN design under uncertain nodal demands, and the solutions are compared with deterministic model solutions. It is found that the CE method is an attractive alternative technique for optimization of the WDNs that involves discrete diameters as decision variables. Also, the presented methodology provides a mechanism to incorporate network reliability into the optimal design of WDNs and helps to analyse the tradeoffs between system reliabilities and their associated costs.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.