Abstract
A continuous hydraulic availability relationship is presented which more realistically models minimum pressure requirements for water distribution systems. This relationship is used in a minimum cut set framework to define nodal and system availabilities including pipe, pump, and valve failures during static steady state demands. The availability measures have been incorporated in a least cost optimization model which is significantly faster than the model of Su et al, which used a discrete availability relationship.
Original language | English (US) |
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Title of host publication | Proc 1989 Natl Conf Hydraulic Eng |
Publisher | Publ by ASCE |
Pages | 762-767 |
Number of pages | 6 |
ISBN (Print) | 0872627195 |
State | Published - 1989 |
Event | Proceedings of the 1989 National Conference on Hydraulic Engineering - New Orleans, LA, USA Duration: Aug 14 1989 → Aug 18 1989 |
Publication series
Name | Proc 1989 Natl Conf Hydraulic Eng |
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Other
Other | Proceedings of the 1989 National Conference on Hydraulic Engineering |
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City | New Orleans, LA, USA |
Period | 8/14/89 → 8/18/89 |
ASJC Scopus subject areas
- Engineering(all)