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오염총량관리지역내 소하천에 대한 BASINS 4.0 및 WinHSPF의 적용과 유전알고리즘을 이용한 매개변수의 보정

Application of BASIN 4.0 and WinHSPF to a Small Stream in Total Water Pollution Load Management Area and Calibration of Model Parameter using Genetic Algorithm

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주제분류환경공학

초록

Recently various attempts have been made to apply HSPF model to calculate runoff and diffuse pollution loads of stream and reservoir watersheds. Because the role of standard flow is very important in the water quality modelling of Total Water Pollution Load Management,HSPF was used as a means of estimating standard flow. In this study, BASINS 4.0 and WinHSPF was applied to the Gomakwoncheon watershed, genetic algorithm(GA) and influence coefficient algorithm were used to calibrate the runoff parameters of the WinHSPF. The objective function is the sum of the squares of the normalized residuals of the observed and calculated flow and it is optimized using GA. Estimates of the optimum runoff parameters are made at each iteration of the influence coefficient algorithm. The calibration results showed a relatively good correspondence between the observed and the calculated values. The standard flow(Q275) of the Gomakwoncheon watershed was estimated using the ten years of weather data.

Abstract

Recently various attempts have been made to apply HSPF model to calculate runoff and diffuse pollution loads of stream and reservoir watersheds. Because the role of standard flow is very important in the water quality modelling of Total Water Pollution Load Management,HSPF was used as a means of estimating standard flow. In this study, BASINS 4.0 and WinHSPF was applied to the Gomakwoncheon watershed, genetic algorithm(GA) and influence coefficient algorithm were used to calibrate the runoff parameters of the WinHSPF. The objective function is the sum of the squares of the normalized residuals of the observed and calculated flow and it is optimized using GA. Estimates of the optimum runoff parameters are made at each iteration of the influence coefficient algorithm. The calibration results showed a relatively good correspondence between the observed and the calculated values. The standard flow(Q275) of the Gomakwoncheon watershed was estimated using the ten years of weather data.

참고문헌 (11)

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  2. 성동권, "HSPF모델의 유출량 산정모듈 입력인자 분석 및 GSIS를 이용한 인자산정", 대한토목학회 논문집D, 22(3-D), pp.519~528 (2002), 대한토목학회
  3. 송혜원, "유역관리에 따른 수질개선 효과분석을 위한 HSPF 모델 적용", 대한환경공학회지, 31(5), pp.358~363 (2009), 대한환경공학회
  4. 윤춘경, "BASINS", WinHSPF를 이용한 남한강 상류 유역의 비점오염원 저감효율평가, 2007, pp.23(6), 951~960[DOI]
  5. 장재호, "BASINS", HSPF를 이용한 용담댐 유역의 오염부하량 산정, 2006, pp.39(2), 187~197[DOI]
  6. 전경수, "영향계수를 이용한 QUAL2E모형의 반응계수 추정", 대한토목학회논문집, 13(4), pp.163~176 (1993)
  7. 전지홍, "수질학적 관점에서의 수문모델 유출량 보정 방법 평가", 한국물환경학회지, 25(3), pp.432~440 (2009), 한국물환경학회
  8. Becker, L, "Identification of parameters in unsteady open channel flow", Water Resources Research, 8(4), pp.956~965 (1972)
  9. "Carroll, D.L" (2004)[URL]
  10. Cho, J.H, "Parameter optimization of the QUAL2K model for a multiple-reach river using an influence coefficient algorithm", SCIENCE OF THE TOTAL ENVIRONMENT, 408(8), pp.1985~1991, ELSEVIER SCIENCE BV
  11. "Better Assessment Science Integrating Point and Nonpoint Sources BASINS version 4.0 User’s Manual" (2010)[URL]

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