TY - JOUR
T1 - Methodology for least-cost design of invulnerable water distribution networks
AU - Kessler, Avner
AU - Ormsbee, Lindell
AU - Shamir, Uri
PY - 1990
Y1 - 1990
N2 - Water distribution networks are subjected to random failures. Since a breakdown in water supply is not acceptable for more than a few hours, the network should be invulnerable to some extent. Adopting an invulnerability degree of two alternative supplies, a new methodology is presented for the least-cost design of water distribution networks. According to this methodology the design process is controlled by the designer via three distinct stages. In the first stage the alternative paths are allocated using graph theory algorithms. In the second stage the minimum hydraulic capacity (diameters) of each path is determined using a linear programming model, and in the third stage the solution is tested by a network solver for various demand patterns.
AB - Water distribution networks are subjected to random failures. Since a breakdown in water supply is not acceptable for more than a few hours, the network should be invulnerable to some extent. Adopting an invulnerability degree of two alternative supplies, a new methodology is presented for the least-cost design of water distribution networks. According to this methodology the design process is controlled by the designer via three distinct stages. In the first stage the alternative paths are allocated using graph theory algorithms. In the second stage the minimum hydraulic capacity (diameters) of each path is determined using a linear programming model, and in the third stage the solution is tested by a network solver for various demand patterns.
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U2 - 10.1080/02630259008970566
DO - 10.1080/02630259008970566
M3 - Article
AN - SCOPUS:0025198215
SN - 0263-0257
VL - 7
SP - 20
EP - 28
JO - Civil Engineering Systems
JF - Civil Engineering Systems
IS - 1
ER -