| contributor author | Y. R. Filion | |
| contributor author | B. J. Adams | |
| contributor author | B. W. Karney | |
| date accessioned | 2017-05-08T21:08:14Z | |
| date available | 2017-05-08T21:08:14Z | |
| date copyright | May 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%290733-9496%282007%29133%3A3%28244%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/40079 | |
| description abstract | This paper presents a stochastic design approach that quantifies the expected annual damages sustained by residential, commercial, and industrial users during low- and high-pressure hydraulic failures in a water network. The approach, which couples stochastic models of water demand, fire flow, and pipe breaks with Monte Carlo simulation, was used to solve part of the Anytown design problem. Results indicated that a significant proportion of low-pressure failures occurred during low-demand months in the last | |
| publisher | American Society of Civil Engineers | |
| title | Stochastic Design of Water Distribution Systems with Expected Annual Damages | |
| type | Journal Paper | |
| journal volume | 133 | |
| journal issue | 3 | |
| journal title | Journal of Water Resources Planning and Management | |
| identifier doi | 10.1061/(ASCE)0733-9496(2007)133:3(244) | |
| tree | Journal of Water Resources Planning and Management:;2007:;Volume ( 133 ):;issue: 003 | |
| contenttype | Fulltext | |