Volume 5, Issue 3 (8-2015)                   2015, 5(3): 283-299 | Back to browse issues page

XML Print


Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:

Sheikholeslami R, Kaveh A. VULNERABILITY ASSESSMENT OF WATER DISTRIBUTION NETWORKS: GRAPH THEORY METHOD. International Journal of Optimization in Civil Engineering. 2015; 5 (3) :283-299
URL: http://ijoce.iust.ac.ir/article-1-216-en.html
Abstract:   (2119 Views)
The main functional purpose of a water distribution network is to transport water from a source to several domestic and industrial units while at the same time satisfying various requirements on hydraulic response. All the water distribution networks perform two basic operations: firstly the water network needs to deliver adequate amounts of water to meet specific requirements, and secondly the water network needs to be reliable therefore, the required amount of water needs to be continuously available 24 hours a day and 365 days per year. Due to the inevitable failures of some components such as pump stations, reservoirs and/or pipelines in a large-scale water distribution network, in designing a reliable network, the topological structure with low vulnerability must be achieved. Consequently, the study of connectivity, which is the key graph-theoretical notion, becomes crucial. This paper highlights some fundamental concepts from graph theory for vulnerability assessment of water distribution networks, addresses the mathematical properties of the link and node-deletion problems, and outlines some well-established results on the deterministic measures to assess the fault tolerance of networks.
Full-Text [PDF 922 kb]   (1598 Downloads)    
Type of Study: Research | Subject: Optimal design
Received: 2015/06/3 | Accepted: 2015/06/3 | Published: 2015/06/3

Add your comments about this article : Your username or Email:
CAPTCHA code

© 2018 All Rights Reserved | Iran University of Science & Technology

Designed & Developed by : Yektaweb