TY - GEN
T1 - Multi-objective optimal design of dual water distribution network
AU - Kang, Doosun
AU - Lansey, Kevin
PY - 2012
Y1 - 2012
N2 - Because of rapid urban growth, local water shortages have become a major issue in worldwide. This rapid growth has resulted in limited access to high-quality water sources for many areas, especially in arid and semi-arid regions. Developing additional high-quality sources is not available all the time since such sources are usually remotely located thus costly and sometimes conflict with other areas for water rights. The only remaining and a well-proven conservation source to meet increasing demand is the reclamation of wastewater for non-potable usages. A few studies have been completed for design of reclaimed water distribution through a parallel pipe system - so called potable and non-potable dual pipe system. In previous research, however, attention has mainly focused on the minimization of economic cost and little effort has been contributed for investigating the impact ofWDS construction and operation on the environment. This study includes minimization of greenhouse gas (GHG) production as one of the objectives to incorporate environmental objective. In addition, since the two parallel networks may serve as backup system for each other, system's reliability/availability against mechanical failure (e.g., pipe breaks) is investigated and compared to that of single potable system. Therefore, an optimal design of dual water distribution system is formulated as a multi-objective optimization approach in terms of triple-bottom-line (TBL). This study pursues to provide idea of which systems are more economical, eco-friendly, and reliable in variety of conditions using a simple hypothetical network. The resulting problems are mixed integer problems solved using the genetic algorithm (GA) linked with EPANET.
AB - Because of rapid urban growth, local water shortages have become a major issue in worldwide. This rapid growth has resulted in limited access to high-quality water sources for many areas, especially in arid and semi-arid regions. Developing additional high-quality sources is not available all the time since such sources are usually remotely located thus costly and sometimes conflict with other areas for water rights. The only remaining and a well-proven conservation source to meet increasing demand is the reclamation of wastewater for non-potable usages. A few studies have been completed for design of reclaimed water distribution through a parallel pipe system - so called potable and non-potable dual pipe system. In previous research, however, attention has mainly focused on the minimization of economic cost and little effort has been contributed for investigating the impact ofWDS construction and operation on the environment. This study includes minimization of greenhouse gas (GHG) production as one of the objectives to incorporate environmental objective. In addition, since the two parallel networks may serve as backup system for each other, system's reliability/availability against mechanical failure (e.g., pipe breaks) is investigated and compared to that of single potable system. Therefore, an optimal design of dual water distribution system is formulated as a multi-objective optimization approach in terms of triple-bottom-line (TBL). This study pursues to provide idea of which systems are more economical, eco-friendly, and reliable in variety of conditions using a simple hypothetical network. The resulting problems are mixed integer problems solved using the genetic algorithm (GA) linked with EPANET.
KW - Dual pipe network
KW - Greenhouse gas
KW - Multi-objective optimization
KW - Triple-bottom-line objectives
UR - http://www.scopus.com/inward/record.url?scp=84856201517&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84856201517&partnerID=8YFLogxK
U2 - 10.1061/41203(425)75
DO - 10.1061/41203(425)75
M3 - Conference contribution
AN - SCOPUS:84856201517
SN - 9780784412039
T3 - Water Distribution Systems Analysis 2010 - Proceedings of the 12th International Conference, WDSA 2010
SP - 810
EP - 821
BT - Water Distribution Systems Analysis 2010 - Proceedings of the 12th International Conference, WDSA 2010
T2 - 12th Annual International Conference on Water Distribution Systems Analysis 2010, WDSA 2010
Y2 - 12 September 2010 through 15 September 2010
ER -