TY - JOUR
T1 - Optimization model for location and operation schedule of chlorine booster stations in water distribution networks
AU - Seo, Jeewon
AU - Kim, Kibum
AU - Hyung, Jinseok
AU - Kim, Taehyun
AU - Koo, Jayong
N1 - Publisher Copyright:
© 2019 Desalination Publications. All rights reserved.
PY - 2019/2
Y1 - 2019/2
N2 - In South Korea, various sensors and smart meters have recently been installed in water distribution networks as a consequence of the Fourth Industrial Revolution and the water supply system modernization project. This study identified consumers’ actual water use patterns using hourly automatic meter reading (AMR) data. A genetic algorithm-based model was developed to optimize locations and operation schedules of chlorine booster stations, by minimizing residual chlorine concentration spatiotemporal variation within a water distribution network, and deriving a water quality management plan enabling economical disinfection. The model was applied to one water distribution district of the J water purification plant, and under the worst water quality conditions, three optimal chlorine booster stations locations could satisfy the target residual chlorine concentration of 0.1–0.5 mg/L, at a total cost of 110,991 KRW/d. Moreover, chlorination costs were compared before and after optimizing the chlorine booster stations’ operation schedule. Chlorination costs were reduced from 2,554 to 1,576 KRW/d on Day 1, and from 2,232 to 1,319 KRW/d on Day 2, while maintaining 0.5 mg/L residual chlorine concentration. Residual chlorine concentration could be maintained in the range of 0.1–0.5 mg/L at every demand node.
AB - In South Korea, various sensors and smart meters have recently been installed in water distribution networks as a consequence of the Fourth Industrial Revolution and the water supply system modernization project. This study identified consumers’ actual water use patterns using hourly automatic meter reading (AMR) data. A genetic algorithm-based model was developed to optimize locations and operation schedules of chlorine booster stations, by minimizing residual chlorine concentration spatiotemporal variation within a water distribution network, and deriving a water quality management plan enabling economical disinfection. The model was applied to one water distribution district of the J water purification plant, and under the worst water quality conditions, three optimal chlorine booster stations locations could satisfy the target residual chlorine concentration of 0.1–0.5 mg/L, at a total cost of 110,991 KRW/d. Moreover, chlorination costs were compared before and after optimizing the chlorine booster stations’ operation schedule. Chlorination costs were reduced from 2,554 to 1,576 KRW/d on Day 1, and from 2,232 to 1,319 KRW/d on Day 2, while maintaining 0.5 mg/L residual chlorine concentration. Residual chlorine concentration could be maintained in the range of 0.1–0.5 mg/L at every demand node.
KW - Automatic meter reading
KW - Genetic algorithm
KW - Residual chlorine equalization
UR - http://www.scopus.com/inward/record.url?scp=85062922606&partnerID=8YFLogxK
U2 - 10.5004/dwt.2019.23373
DO - 10.5004/dwt.2019.23373
M3 - Article
AN - SCOPUS:85062922606
SN - 1944-3994
VL - 140
SP - 91
EP - 102
JO - Desalination and Water Treatment
JF - Desalination and Water Treatment
ER -