DOI QR코드

DOI QR Code

Development of a Pump Operation Rule in a Drainage Pump Station using a Real Time Control Model for Urban Drainage System

내배수시스템 실시간 운영 모형을 이용한 배수펌프장 운영기법 개발

  • Lee, Jung-Ho (Dept. of Civil, Environmental and Architectural Eng., Korea Univ.) ;
  • Lee, Yang-Jae (Dept. of Digital City. Seoul Development Institute) ;
  • Kim, Joong-Hoon (Dept. of Civil, Environmental and Architectural Eng., Korea Univ.) ;
  • Jun, Hwan-Don (Dept. of Civil Engineering. Hanbat National University)
  • 이정호 (고려대학교 공과대학 건축.사회환경공학과) ;
  • 이양재 (서울시정개발연구원 디지털도시부) ;
  • 김중훈 (고려대학교 공과대학 건축.사회환경공학과) ;
  • 전환돈 (한밭대학교 토목공학과)
  • Published : 2007.11.30

Abstract

An urban drainage system consists of two major systems : flood drainage facilities and operating practices. The facilities are composed of sewer networks, gates, and pumping stations and the operating practice consists of pump or gate operation. Then, a real time simulation system which is able to simulate urban runoff and the pump operation and to consider the backwater effect is required to operate efficiently the pump. With this system, the efficient pump operating rule can be developed to diminish the possible flood damage on urban areas. In this study, a real time simulation system was developed using the SWMM 5.0 DLL and Visual Basic 6.0 equipped with EXCEL. Also, for developing efficient pump operating Rules, two new Rules were suggested. The first Rule is designed to operate pumps considering the condition of sewer networks such as depths of each junction. The second is to discharge all the amount of inflow at each time step. Results obtained by those Rules were compared with one by the current pump operating Rule which is able to consider only the depth of the retard basin. The developed model was applied to Joonggok retard basin and verified their applicability.

일반적인 도시 내배수시스템은 시설물과 운영방법으로 구분된다. 시설물은 관거, 수문, 배수펌프장 등으로 구성되며 운영방법은 펌프 및 수문운영으로 구성된다. 이러한 내배수시스템에서 유역의 유출 및 펌프 운영을 실시간으로 모의하고 배수효과를 고려할 수 있는 운영 모형은 펌프를 효과적으로 운영하기 위하여 필요하며, 이러한 실시간 운영 모형을 통하여 도시유역의 침수 위험을 감소시키기 위한 효율적인 펌프 운영 기법의 개발이 가능하다. 본 연구에서는 SWMM 5.0 DLL과 Excel을 포함한 Visual Basic 6.0을 연계하여 실시간 운영 모형을 개발하였다. 또한, 효율적인 펌프 운영을 위한 두 개의 펌프 운영 기법을 제안하였다. 첫째는 각 맨홀의 수위를 통하여 현재 상황을 고려한 펌프의 운영이며, 둘째는 실시간으로 운영되는 각 시간단위별 유입량 전량을 배제하는 기법이다. 제안된 두 개의 기법은 현재의 펌프장 운영 기법인 유수지 수위에 따른 펌프 운영을 모의한 결과와 비교하였으며 개발된 모형은 중곡배수분구에 적용되었다.

Keywords

References

  1. 길경익, 한종옥, 김구현 (2005). '도시 소유역 배수펌프장 운영개선 방안 연구(1)-GIS 기반 수문모형에 의한 홍수유출수문곡선의 재현.' 한국물환경학회지, 한국물환경학회, 제21권, 제6호, pp. 682-686
  2. 심재현, 조원철, 이원환 (1992). '자기 조정력을 가진 퍼지제어기법에 의한 우수배제펌프의 적응제어' 한국수자원학회 수공학연구발표회논문집, pp. 291-299
  3. 윤세의, 이종태 (1995). '유수지 배수펌프 운영조작 모형의 개발.' 한국수자원학회지, 한국수자원학회, 제28권, 제6호, pp. 203-215
  4. 이원환, 조원철, 심재현 (1992). '퍼지제어기법을 사용한 우수배제 펌프의 조작기법 개발' 대한토목학회 논문집, 대한토목학회, 제12권, 제3호, pp. 107-114
  5. Duchesne, S., Mailhot, A, Emeric D. and Villeneuve, JP. (2001). 'Mathematical modeling of sewers under surcharge for real time control of combined sewer overflows' Urban Water, Vol 3., No.4, pp. 241-252 https://doi.org/10.1016/S1462-0758(01)00037-1
  6. Dubrovin, T., Jolma, A. and Tunmen, E. (2002). 'Fuzzy Model for Real-Time Reservoir Operation' Journal of Water Resources Planning and Management, Vol. 299, No.4, pp. 300-311 https://doi.org/10.1061/(ASCE)0733-9496(2002)128:1(66))
  7. Martin, C., Ruperd, Y. and Legret, M., (2007). 'Urban stormwater drainage mangement: The development of a multicriteria decision aid approach for best management practicies' European Journal of Operational research, Vol. 181, No.1, pp. 338-349 https://doi.org/10.1016/j.ejor.2006.06.019
  8. Schutze, M, Alberto, C, Hubert, C, Wolfgang, S. and Vanrolleghem, PA (2004). 'Real Time Control of Urban Wastewater Systems-Where do we stand today?' Journal of Hydrology, Vol. 299, No.3, pp. 335-348 https://doi.org/10.1016/j.jhydrol.2004.08.010
  9. Schmitt, T.G., Thomas, M. and Ettrich, N. (2004). 'Analysis and modeling of flooding in urban drainage systems' Journal of Hydrology, Vol. 299, No.4, pp. 300-311 https://doi.org/10.1016/S0022-1694(04)00374-9
  10. Schroeder, K. and Pawlowsky, E. (2005). 'Current state and development of the real-time control of th Berlin sewage system' Water Science and Technology, Vol. 52, No. 12, pp. 181-187
  11. Yagi, S. and Shiba, S. (1999). 'Application of genetic algorithms and fuzzy control to a combined sewer pumping station' Water Science and Technology, Vol. 39, No.9, pp. 217-224 https://doi.org/10.1016/S0273-1223(99)00236-X
  12. Yuri, A.E., Leonid, I.Z. and Takamitsu, K. (2002). 'Hydraulic reliability index for sewage pumping station' Journal of Urban Water, Vol. 4, No.3, pp. 301-300 https://doi.org/10.1016/S1462-0758(01)00069-3
  13. Zacharof, A. I., Schiltze, M. and Butler, D. (2003). 'A methodology for assessing the operational potential of the urban wastewater system using integrated modelling' Water Science and Technology : Water Supply, Vol. 3, No. 1, pp. 271-277

Cited by

  1. Study on Design Capacity of Stormwater Pipe and Pumping Station considering Peak Rainfall Intensity vol.47, pp.9, 2014, https://doi.org/10.3741/JKWRA.2014.47.9.777
  2. A Study of the Reasonable Operation Management on the Flood Pumping Station considering River Water Level vol.15, pp.3, 2015, https://doi.org/10.9798/KOSHAM.2015.15.3.307
  3. Analysis of Urban Inundation Reduction Effect by Early Operation of Drainage Pumping Station vol.14, pp.2, 2014, https://doi.org/10.9798/KOSHAM.2014.14.2.267
  4. Analysis on the Effects of Inundation Mitigation according to Revise the Border for Urban Drainage System vol.16, pp.1, 2016, https://doi.org/10.9798/KOSHAM.2016.16.1.213
  5. Development of Operation in Urban Offline Detention Reservoirs vol.16, pp.1, 2016, https://doi.org/10.9798/KOSHAM.2016.16.1.227