Journal of Korean Society of Water and Wastewater (상하수도학회지)

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

Waste Load Allocation of Hwanggujicheon Watershed Using Optimization Technique

최적화기법을 이용한 황구지천유역의 오염부하량 할당

  • 조재현 (관동대학교 토목환경학부) ;
  • 정욱진 (명지대학교 환경생물공학과) ;
  • 이종호 (청주대학교 도시계획학과)
  • Received : 2005.08.10
  • Accepted : 2005.12.07
  • Published : 2005.12.15
Download PDF
⟨ Previous Next ⟩

Abstract

Water quality of the Hwanggujicheon is poor because of the rapid housing and development in the large area of the basin. Establishment of water quality management strategy, based on the pollution sources survey and pollutant loads estimation, has to be established for the preservation of the stream water quality of the region. In this study, waste load allocation model to achieve the water quality goal of the stream and the optimization of pollutant load reduction, was developed. Nonpoint pollutant loads calculated by runoff model in the previous study are utilized for pollutant loads estimation of the drainage areas in this study. From the application result of the allocation model, water quality goals of the Hwanggujicheon that can be achieved as a matter of fact are BOD 8 mg/L. To achieve these goals, 23% of effluent BOD loads have to be reduced in the basin.

Keywords

References

  1. 김승우, 박석순, 김회성 (1997) 특정수계권역의 수칠총량규제 방안 연구, 한국환경정책평가연구원, pp.62
  2. 정욱진 (2004) 경기도 하천 및 호소의 정오염원 부하량 조사 및 저감대책, 경기지역환경기술개발센터. pp.141-160
  3. 조남홍, 이규원, 조재현, 안규홍 (2002) 경안천 수질관리를 위한 오염부하량 할당, 대한상하수도학회 2002년도 추계학술발표회 논문집, pp.F73-74. 대구컨벤션센터
  4. 조재현 (2004) 경기도 지천별 오염부하량 산정 및 관리를 위한 수질관리모델 및 시스템개발, 경기지역환경기술개발센터, pp,36-42
  5. 조재현, 성기석 (2004) 유전알고리즘을 이용한 하천수질관리모형에 관한 연구, 상하수도학회지, 18(4). pp.453-460
  6. 조재현, 조남홍 (2003) SWMM을 이용한 황구지천유역의 비점원오염부하량 평가, 환경영향평가, 12(5). pp.349-358
  7. 최지용, 신은성 (1997) 도시지역비점오염원 관리방안연구, 한국환경정책평가연구원. pp.41-53
  8. 환경부 (1995) 비점오염원 조사연구사업보고서. pp.199
  9. 환경부 (1996) 하폐수종말처리장 방류수수질기준 설정에 관한 연구, pp.337-352
  10. Arbabi, M., Elzinga, J. (1975) A General linear approach to stream water quality modelling. Water Resources Research, 11(2), pp.l91-196 https://doi.org/10.1029/WR011i002p00191
  11. Bishop, A.B., Grenny, W.J. (1976) Coupled optimizationsimulation water quality model. Journall of the Emnnmmental Engineering Division, ASCE, 102(5), pp. 1071-1086
  12. Brown L.C and Barnwell T.O. Jr. (1987) The enhanced stream water quality models QUAUE and QUAUE-UNCAS. Documentation and user manual. Environmental Research Laboratory, Office of Research and Development, U.S. EPN600/3-87/007
  13. Burn, D.H. (1989) Water-quality management through combined simulation-optimization approach. Journal of Emironmemal Engineering, ASCE, 115(5), pp. 1011-1024 https://doi.org/10.1061/(ASCE)0733-9372(1989)115:5(1011)
  14. Cho,J.H., Aim, K.H., Chung, W.J., Gwon, E.M. (2003) Waste Load Allocation for Water Quality Management of Heavily Polluted River using Linear Programming, Water Science & Technology, 48(10), pp. 185-190
  15. Fujiwara, O.(1990). Preliminary optimal design model for wastewater treatment plant. Journal of Environmental Engineering, ASCE, 116(1), pp. 206-210 https://doi.org/10.1061/(ASCE)0733-9372(1990)116:1(206)
  16. Huber, W.C. and Dickinson, R.E. (1992) Storm water management model version 4: User's manual, EPA/600/3-88/001a
  17. Metcalf & Eddy (1991) Wastewater engineering: Treatment, disposal, and reuse. 3rd edn, pp.692-695, McGraw-Hill, New York, USA