1 |
Weng, H.T., Liaw, S.L., and Huang, W.C. (2004). "Establishing an optimization model for sewer system layout with applied genetic algolithm." Environmental Informatics Archives, Vol. 5, No. 1, pp. 26-35.
|
2 |
Froise, S., and Burges, S.J. (1978). "Least-cost design of urbandrainage network." Journal of Water Resources Planning and Management, Vol. 104, No. 1, pp. 75-92.
|
3 |
Kim, J.H., Joo, J.G., Jeon, H.D., and Lee, J.H. (2009). "Excellent sewer pipe network designed for flow-control study on the Proceedings of Korea Disaster Prevention Association." Vol. 9, No. 1, pp. 1-7.
|
4 |
KMA (Korea Meteorological Administration), http://www.kma.go.kr
|
5 |
Korea Water and Wastewater Works Association (2011). "The standard for sewerage facilities." pp. 31-41.
|
6 |
Lee, J.H. (2010). Journal of peak runoff variation analysis, Korea Academic Society of the excellent distribution network determines routes, Vol. 11, No. 12, pp. 5151-5156.
|
7 |
Mays, L.W., and Wenzel, H.G. (1976). "A serial DDDP approach for optimal design of multi-level branching storm sewer systems." Water Resources and Research, Vol. 12, No. 5, pp. 913-917.
DOI
|
8 |
Mays, L.W., and Yen, B.C. (1975). "Optimal cost design of branched sewer system." Water Resources and Research, Vol. 11, No. 1, pp. 37-47.
DOI
|
9 |
Merritt, L.B., and Bogan, R.H. (1973). "Computer based optimal designof sewer system." Journal of Envir. Engrg. Div., Vol. 99, No. 1, pp. 35-53.
|
10 |
Ministry of Environment. "A precious rainwater management urban flood damage Reduction Measures."
|
11 |
National Emergency Management (2010). "Types and structure of the facilities outstanding leakage reduction, installation and maintenance criteria."
|
12 |
Tekeli, S., and Belkaya, H. (1986). "Computerized layout generation for sanitary sewers." Journal of Water Resources Planning and Management, Vol. 112, No. 4, pp. 500-515.
DOI
|
13 |
The Seoul Metropolitan city (2009). Seoul basic sewage supply plan Change) report, pp. 5-215-5-233.
|