Abstract
An iterative procedure for upgrading water distribution network reliability is proposed by recognizing valve locations. In each iteration, three types of alternatives: (1) an addition of a valve(s) to pipe(s) without a valve; (2) an addition of a parallel pipe to an existing pipe; and (3) an increase in size of newly added pipes, are compared and the best is implemented. The iterative method is continued until no further improvement in reliability is possible, or a desired level of reliability is reached. This method is illustrated through an example taken from literature.
Original language | English |
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Pages (from-to) | 370-377 |
Number of pages | 8 |
Journal | Procedia Engineering |
Volume | 89 |
DOIs | |
State | Published - 2014 |
Event | 16th International Conference on Water Distribution System Analysis, WDSA 2014 - Bari, Italy Duration: Jul 14 2014 → Jul 17 2014 |
Bibliographical note
Publisher Copyright:© 2014 The Authors.
Keywords
- Design
- Redundancy
- Reliability
- Segment analysis
- Water distribution system
ASJC Scopus subject areas
- General Engineering