Journal article
Stochastic Design of Water Distribution Systems with Expected Annual Damages
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 …
Authors
Filion YR; Adams BJ; Karney BW
Journal
Journal of Water Resources Planning and Management, Vol. 133, No. 3, pp. 244–252
Publisher
American Society of Civil Engineers (ASCE)
Publication Date
May 2007
DOI
10.1061/(asce)0733-9496(2007)133:3(244)
ISSN
0733-9496