All Issue

2017 Vol.50, Issue 12
31 December 2017. pp. 803-813
Abstract
References
1
AbdelMeguid, H., and Ulanicki, B. (2010). Feedback rules for operation of pumps in a water supply system considering electricity tariffs. In Water Distribution Systems Analysis 2010, pp. 1188-1205.
2
Alperovits, E., and Shamir, U. (1977). “Design of optimal water distribution systems.” Water Resources Research, Vol. 13, No. 6, pp. 885-900.
3
Babayan, A., Kapelan, Z., Savic, D., and Walters, G. (2005). “Least- cost design of water distribution networks under demand uncertainty.” Journal of Water Resources Planning and Management, Vol. 131, No. 5, pp. 375-382.
4
Batchabani, E., and Fuamba, M. (2012). “Optimal tank design in water distribution networks: review of literature and perspectives.” Journal of Water Resources Planning and Management, Vol. 140, No. 2, pp. 136-145.
5
Boulos, P. F., Wu, Z., Orr, C. H., Moore, M., Hsiung, P., and Thomas, D. (2001). Optimal pump operation of water distribution systems using genetic algorithms. In Distribution System Symposium.
6
Eggener, C. L., and Polkowski, L. B. (1976). “Network models and the impact of modeling assumptions.” Journal-American Water Works Association, Vol. 68, No. 4, pp. 189-196.
7
Farmani, R., Savic, D. A., and Walters, G. A. (2004). The simultaneous multi-objective optimization of anytown pipe rehabilitation, tank sizing, tank siting, and pump operation schedules. In Critical Transitions in Water and Environmental Resources Management, pp. 1-10.
8
Farmani, R., Walters, G. A., and Savic, D. A. (2005). “Trade-off between total cost and reliability for Anytown water distri-bution network.” Journal of Water Resources Planning and Management, Vol. 131, No. 3, pp. 161-171.
9
Giacomello, C., Kapelan, Z., and Nicolini, M. (2012). “Fast hybrid optimization method for effective pump scheduling.” Journal of Water Resources Planning and Management, Vol. 139, No. 2, pp. 175-183.
10
Jung, D., Kang, D., Kang, M., and Kim, B. (2015). “Real-time pump scheduling for water transmission systems: case study.” Journal of Civil Engineering, KSCE, Vol. 19, No. 7, pp. 1987-1993.
11
Korea Electric Power COrporation (KEPCO) (2012). Electric power statistics information system.
12
Maier, H. R., Simpson, A. R., Zecchin, A. C., Foong, W. K., Phang, K. Y., Seah, H. Y., and Tan, C. L. (2003). “Ant colony optimi-zation for design of water distribution systems.” Journal of Water Resources Planning and Management, Vol. 129, No. 3, pp. 200-209.
13
Ministry of Environment (2010). Drinking water facility operation regulations, Korea water and wastewater works association.
14
Murphy, L. J., Dandy, G. C., and Simpson, A. R. (1994). “Optimum design and operation of pumped water distribution-systems.” 1994 International Conference on Hydraulics in Civil Engi-neering: ‘Hydraulics Working with the Environment’, Preprints of Papers 94, The Institution of Engineers, Australia, 149-155.
15
Ostfeld, A. (2005). “Optimal design and operation of multiquality networks under unsteady conditions.” Journal of Water Resources Planning and Management, Vol. 131, No. 2, pp. 116-124.
16
Ostfeld, A., and Tubaltzev, A. (2008). “Ant colony optimization for least-cost design and operation of pumping water distribution systems.” Journal of Water Resources Planning and Management, Vol. 134, No. 2, pp. 107-118.
17
Pasha, M. F. K., and Lansey, K. (2010). Strategies for real time pump operation for water distribution systems. In Water Distribution Systems Analysis 2010, pp. 1456-1469.
18
Prasad, T. D. (2007). Design of Anytown network with improved tank sizing methodology. Combined International Conference of Computing and Control for the Water Industry CCWI2007 and Sustainable Urban Water Management SUWM2007, September 3, 2007-September 5, 2007, Taylor and Francis/ Balkema, Leiden, Netherlands.
19
Rossman, L. A. (2000). EPANET2: User’s manual.
20
Schwartz, R., Housh, M., and Ostfeld, A. (2016). “Least-cost robust design optimization of water distribution systems under multiple loading.” Journal of Water Resources Planning and Management, Vol. 142, No. 9, pp. 04016031.
21
Vamvakeridou-Lyroudia, L. S., Savic, D. A., and Walters, G. A. (2007). “Tank simulation for the optimization of water distribution networks.” Journal of Hydraulic Engineering, Vol. 133, No. 6, pp. 625-636.
22
Walters, G. A., Halhal, D., Savic, D., and Ouazar, D. (1999). “Improved design of “Anytown” distribution network using structured messy genetic algorithms.” Urban Water, Vol. 1, No. 1, pp. 23-38.
Information
  • Publisher :KOREA WATER RESOURECES ASSOCIATION
  • Publisher(Ko) :한국수자원학회
  • Journal Title :Journal of Korea Water Resources Association
  • Journal Title(Ko) :한국수자원학회 논문집
  • Volume : 50
  • No :12
  • Pages :803-813
  • Received Date : 2017-08-11
  • Revised Date : 2017-10-13
  • Accepted Date : 2017-10-13