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계층적 수질모의기법을 이용한 상수관망시스템의 시공간 잔류염소농도 예측

Spatiotemporal chlorine residual prediction in water distribution networks using a hierarchical water quality simulation technique

  • 정기문 (경희대학교 사회기반시스템공학과) ;
  • 강두선 (경희대학교 사회기반시스템공학과) ;
  • 황태문 (한국건설기술연구원 국토보전연구본부)
  • Jeong, Gimoon (Department of Civil Engineering, Kyung Hee University) ;
  • Kang, Doosun (Department of Civil Engineering, Kyung Hee University) ;
  • Hwang, Taemun (Department of Land, Water and Environment Research, Korea Institute of Civil engineering and building Technology)
  • 투고 : 2021.05.27
  • 심사 : 2021.06.21
  • 발행 : 2021.09.30

초록

최근 국내 상수도 관리 기술은 고도로 발달하고 있으며, 이 과정에서 상수관망 내 용수공급 현황을 파악하고 예측하기 위한 컴퓨터 수리·수질 해석 모형은 핵심적인 역할을 수행하고 있다. 그러나 대규모 네트워크의 경우 컴퓨터 해석모형의 부담을 가중하고, 특히 짧은 계산시간 간격과 긴 모의 시간이 요구되는 수질해석의 경우, 막대한 계산시간이 소요되어 다양한 수질모의 및 분석이 어려운 경우가 발생한다. 본 연구에서는 대규모 상수관망시스템의 수질해석의 계산효율을 개선하기 위해 상수도 공급계통을 2단계로 계층화한 후, 계층화된 네트워크를 대상으로 수질모의를 수행하는 계층적 수질모의 기법을 제안하였다. 제안된 모의기법은 국내 대규모 상수도 네트워크에 적용하였으며, 다양한 염소투입농도 시나리오에 따른 잔류염소농도의 시공간적 분포를 모의하고 분석한 결과를 제시하였다.

Recently, water supply management technology is highly developed, and a computer simulation model plays a critical role for estimating hydraulics and water quality in water distribution networks (WDNs). However, a simulation of complex large water networks is computationally intensive, especially for the water quality simulations, which require a short simulation time step and a long simulation time period. Thus, it is often prohibitive to analyze the water quality in real-scale water networks. In this study, in order to improve the computational efficiency of water quality simulations in complex water networks, a hierarchical water-quality-simulation technique was proposed. The water network is hierarchically divided into two sub-networks for improvement of computing efficiency while preserving water quality simulation accuracy. The proposed approach was applied to a large-scale real-life water network that is currently operating in South Korea, and demonstrated a spatiotemporal distribution of chlorine concentration under diverse chlorine injection scenarios.

키워드

과제정보

본 결과물은 환경부의 재원으로 한국환경산업기술원의 상하수도 혁신 기술개발사업의 지원을 받아 연구되었습니다 (과제번호 2020002700004). 이에 감사드립니다.

참고문헌

  1. Chung, W.S., Kim, I.T., Lee, H.D., and Yu, M.J. (2004). "Subject water quality management in small water distribution reservoir using residual chlorine decay." Seoul Studies, Vol. 5, No. 2, pp. 27-43
  2. Kang, D., and Lansey, K. (2010). "Real-time optimal valve operation and booster disinfection for water quality in water distribution systems." Journal of Water Resources Planning and Management, Vol. 136, No. 4, pp. 463-473. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000056
  3. K-water (2010). Technical support report for re-chlorination.
  4. K-water (2017). Development of techniques for reconstructing and operating water belt. Technical report, KIWE-WWRC-17-01.
  5. Lee, S. (2019). Study on equalization of residual chlorine concentration in water supply systems using optimization techniques. Ph. D. dissertation, Korea University.
  6. Ministry of Environment (ME). (2013) Research on reduction of tap water distrust and drinking rate increase. Report No. 076-1932-301-260.
  7. Prasad, T.D., Walters, G.A., and Savic, D.A. (2004). "Booster disinfection of water supply networks: Multiobjective approach." Journal of Water Resources Planning and Management, Vol. 130, No. 5, pp. 367-376. https://doi.org/10.1061/(ASCE)0733-9496(2004)130:5(367)
  8. Rossman, L., Woo, H., Tryby, M., Shang, F., Janke, R., and Haxton, T. (2020). EPANET 2.2 user manual. U.S. Environmental Protection Agency, EPA/600/R-20/133, Washington, DC, U.S.
  9. Rossman, L.A., and Boulos, P.F. (1996). "Numerical methods for modeling water quality in distribution systems: A comparison." Journal of Water Resources Planning and Management, Vol. 122, No. 2, pp. 137-146. https://doi.org/10.1061/(ASCE)0733-9496(1996)122:2(137)
  10. Sakarya, A.B.A., and Mays, L.W. (2000). "Optimal operation of water distribution pumps considering water quality." Journal of Water Resources Planning and Management, Vol. 126, No. 4, pp. 210-220. https://doi.org/10.1061/(ASCE)0733-9496(2000)126:4(210)
  11. Sherwood, T.K., Pigford, R.L., and Wilke, C.R. (1975). Mass transfer. McGraw-Hill, NY, U.S.
  12. Tryby, M.E., Boccelli, D.L., Uber, J.G., and Rossman, L.A. (2002). "Facility location model for booster disinfection of water supply networks." Journal of Water Resources Planning and Management, Vol. 128, No. 5, pp. 322-333. https://doi.org/10.1061/(ASCE)0733-9496(2002)128:5(322)
  13. Wang, Z., Polycarpou, M.M., Shang, F., and Uber, J.G. (2001). "Design of feedback control algorithm for chlorine residual maintenance in water distribution systems." Proceedings World Water and Environmental Resources Congress 2001, FL, U.S., pp. 1-10.