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2019 Vol.52, Issue 11 Preview Page

Policy Note

30 November 2019. pp. 947-950
Abstract
References
1
Alex, J., Benedetti, L., Copp, J., Gernaey, K. V., Jeppsson, U., Nopens, I., Pons, M-N., Rieger, L., Rosen, C., Steyer, J. P., Vanrolleghem, P., and Winkler, S. (2008). Benchmark Simulation Model no. 1 (BSM1), CODEN:LUTEDX/(TEIE-7229)/1-62/(2008), pp. 12-13
2
Kim, K. (2008). A study on optimum management model for wastewater treatment plant according to increasing water inflow on rainy days. Ph.D Dissertation, Department of Environmental Engineering, University of Seoul, pp. 84-85.
3
Park, H., and Song S. (2004). "Estimations of efficiency for wastewater treatment plant with changing sludge height and increasing water inflow on rainy days." Journal of Korean Society of Environmental Engineering, Vol. 36, No. 8, pp. 549-558.
10.4491/KSEE.2014.36.8.549
4
Saman Co. (2007) CSOs treatment plan in wastewater treatment plant. Korea.
5
Takacs, I., Patry, G., and Nolasco, D. (1991). "A dynamic model of the clarification-thickening process." Water Research, Vol. 25, No. 10, pp. 1263-1271.
10.1016/0043-1354(91)90066-Y
Information
  • Publisher :KOREA WATER RESOURECES ASSOCIATION
  • Publisher(Ko) :한국수자원학회
  • Journal Title :Journal of Korea Water Resources Association
  • Journal Title(Ko) :한국수자원학회 논문집
  • Volume : 52
  • No :11
  • Pages :947-950
  • Received Date : 2019-08-21
  • Revised Date : 2019-10-14
  • Accepted Date : 2019-10-14