Journal of Korean Society of Water and Wastewater (상하수도학회지)

The Korean Society of Water and Wastewater (대한상하수도학회)
권호 표지
DOI QR코드

DOI QR Code

Criteria for calculation of CSO volume and frequency using rainfall-runoff model

우수유출 모형을 이용한 합류식하수관로시스템의 월류량, 월류빈도 산정 기준 결정 연구

  • 이건영 (중앙대학교 사회기반시스템공학부) ;
  • 나용운 (서울시 상수도연구원) ;
  • 류재나 (중앙대학교 사회기반시스템공학부) ;
  • 오재일 (중앙대학교 사회기반시스템공학부)
  • Received : 2013.01.28
  • Accepted : 2013.05.27
  • Published : 2013.06.15
Download PDF
⟨ Previous Next ⟩

Abstract

It is widely known that untreated Combined Sewer Overflows (CSOs) that directly discharged from receiving water have a negative impact. Recent concerns on the CSO problem have produced several large scale constructions of treatment facilities, but the facilities are normally designed under empirical design criteria. In this study, several criteria for defining CSOs (e.g. determination of effective rainfall, sampling time, minimum duration of data used for rainfall-runoff simulation and so on) were investigated. Then this study suggested a standard methodology for the CSO calculation and support formalized standard on the design criteria for CSO facilities. Criteria decided for an effective rainfall was over 0.5 mm of total rainfall depth and at least 4 hours should be exist between two different events. An Antecedent dry weather period prior to storm event to satisfy the effective rainfall criteria was over 3 days. Sampling time for the rainfall-runoff model simulation was suggested as 1 hour. A duration of long-term simulation CSO overflow and frequency calculation should be at least recent 10 year data. A Management plan for the CSOs should be established under a phase-in of the plan. That should reflect site-specific conditions of different catchments, and formalized criteria for defining CSOs should be used to examine the management plans.

Keywords

References

  1. Ashey, R. M., Krajewski, B., Jacobsen, T. H., Verbanck, M. (2004) Solids in sewers, IWA
  2. Choi, S. Y. (2005) Study of the first flush's water quality in road runoff, Paper of masters degree in Yonsei university.
  3. FWR (1998) Urban pollution management manual, Foundation for Water Research, FR/CL0002
  4. Gromaire, M. C., Garnaud, S., Saad, M., Chebbo, G. (2001) Contribution of different sources to the pollution of wet weather flows in combined sewers, Water Research, 35(2), p521-533 https://doi.org/10.1016/S0043-1354(00)00261-X
  5. Gupta, K., Saul, A. J. (1996) Specific relationships for the first flush load in combined sewer flows, Water Research, 30(5), p1244-1252 https://doi.org/10.1016/0043-1354(95)00282-0
  6. Ioannis, N. (1995) Use of multiple-time-step information in rainfall-runoff modelling, Journal of Hydrology, 165, p135-159 https://doi.org/10.1016/0022-1694(94)02567-U
  7. James, L., David, B., Manfred, S. (2002) Is combined sewer overflow spill frequency/volume a good indicator of receiving water quality impact?," Urban water, 4, p181-189 https://doi.org/10.1016/S1462-0758(02)00013-4
  8. JSWA (2002) [The guidelines and commentary of improvement measures on combined sewer system]
  9. JSWA (2004) [Enforcement decree of sewerage law](2004.4)
  10. Lee, J. H., Bang, K. W., Ketchum, L. H., Choe, J. S., Yu, M. J. (2002) First flush analysis of urban storm runoff, The Science of the Total Environment, 293, p163-175 https://doi.org/10.1016/S0048-9697(02)00006-2
  11. Lee, D. J., Yoon, H. S., Sun, S. W., Kwak, S. D., Lee, D. H. (2004) Optimal sizing of CSOs storage tank by stormwater simulation modeling(II), Korean Society of Environmental Engineers, 26(3), pp.370-380
  12. Moffa, P. E. (1997) Control and treatment of combined sewer overflows 2nd Ed, John Wiley & Sons
  13. Republic of Korea Ministry of Environment (2010) [A Study of the improvements of performance of combined sewer system]
  14. Republic of Korea Ministry of Environment (2011) [Sewerage facilities standards]
  15. Rodriguez, J. P., McIntyre, N., Diaz-Granados, M., Maksimovic, C. (2012) A database and model to support proactive management of sediment-related sewer blockages, Water Research, 46, p4571-4586 https://doi.org/10.1016/j.watres.2012.06.037
  16. Semadeni-Davies, A., Hernebring, C., Svensson, G., Gustafsson, L. G. (2008) The impacts of climate change and urbanisation on drainage in Helsingborg, Sweden: Combined sewer system, Journal of Hydrology, 350, p100-113 https://doi.org/10.1016/j.jhydrol.2007.05.028
  17. Saroj, K. M. (2011) Sensitivity of the Indian summer monsoon rainfall and its interannual variation to model time step, Atmospheric Research, 101, p67-77 https://doi.org/10.1016/j.atmosres.2011.01.011
  18. Thames Water (2012) Thames Tideway Tunnel
  19. US EPA (1992) NPDES storm water sampling guidance document
  20. US EPA (1994) Combined sewer oveerflow control policy
  21. US EPA (2004) Storm Water Management Model, User's Manual Ver. 5.0
  22. WEF (1992) Stormwater monitoring, measurement, and management, Pre-Conference Seminar Proceedings, 65th Annual Conference & Exposition New Orleans
  23. Yoon, Y. N. (2008) Hydrology - basic and application, Cheong moon gak

Cited by

  1. Application of the Poisson Cluster Rainfall Generation Model to the Urban Flood Analysis vol.48, pp.9, 2015, https://doi.org/10.3741/JKWRA.2015.48.9.729
  2. Set up Reduction Goals of Combined Sewer Overflow Pollutant Load Using Long-Term Rainfall-Runoff Model Simulation vol.35, pp.11, 2013, https://doi.org/10.4491/KSEE.2013.35.11.785
  3. Development of flood inundation area GIS database for Samsung-1 drainage sector, Seoul, Korea vol.49, pp.12, 2016, https://doi.org/10.3741/JKWRA.2016.49.12.981