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Hydrologic Calibration of HSPF Model using Parameter Estimation (PEST) Program at Imha Watershed  

Jeon, Ji-Hong (Department of Environmental Engineering, Andong National University)
Kim, Tae-Il (Department of Environmental Engineering, Andong National University)
Choi, Donghyuk (Department of Environmental Engineering, Andong National University)
Lim, Kyung-Jae (Department of Regional Infrastructure Engineering, Kangwon National university)
Kim, Tae-Dong (Department of Environmental Engineering, Andong National University)
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Abstract
An automatic calibration tool of Hydrological Simulation Program-Fortran (HSPF), Parameter Estimation (PEST) program, was applied at the Imha lake watershed to get optimal hydrological parameters of HSPF. Calibration of HSPF parameters was performed during 2004 ~ 2008 by PEST and validation was carried out to examine the model's ability by using another data set of 1999 ~ 2003. The calibrated HSPF parameters had tendencies to minimize water loss to soil layer by infiltration and deep percolation and to atmosphere by evapotranspiration and maximize runoff rate. The results of calibration indicated that the PEST program could calibrate the hydrological parameters of HSPF with showing 0.83 and 0.97 Nash-Sutcliffe coefficient (NS) for daily and monthly stream flow and -3% of relative error for yearly stream flow. The validation results also represented high model efficiency with showing 0.88 and 0.95, -10% relative error for daily, monthly, and yearly stream flow. These statistical values of daily, monthly, and yearly stream flow for calibration and validation show a 'very good' agreement between observed and simulated values. Overall, the PEST program was useful for automatic calibration of HSPF, and reduced numerous time and effort for model calibration, and improved model setup.
Keywords
Automatic calibration; Hydrological simulation; Hydrological Simulation Program-Fortran (HSPF); Imha watershed; Optimization; Parameter Estimation (PEST);
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Times Cited By KSCI : 5  (Citation Analysis)
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1 김보경(2006), SWAT 모형 매개변수의 불확실성을 고려한 임하호의 부유사량 추정. 석사학위논문, 인하대학교.
2 김정곤, 손경호, 노준우, 이상욱(2008). SWAT 모델을 이용한 임하.안동 유역의 부유사량 발생량 추정. 대한환경공학회지, 30(12), pp. 1209-1217.
3 김태동, 최동혁, 전지홍, 서태원, 배수호, 임길재(2009). 임하호유역 탁수저감사업 효과분석 및 관리방안. 중간보고서. 국립안동대학교.
4 박윤식, 김종건, 박준호, 전지홍, 김태동, 최중대, 안재훈, 김기성, 임경재(2007). 임하댐 유역의 유사 거동 모의를 위한 SWAT 모델의 적용성 평가. 수질보전 한국물환경학회지, 23(4), pp. 467-473.
5 전지홍, 김태동, 최동혁, 임경재, 버나드엥겔, 전지홍(2009a). 환경부 토지피복 중분류 적용을 위한 L-THIA 모델 수정과 SCE-UA연계적용에 의한 금호강유역 비점오염 분포 파악. 수질보전 한국물환경학회지, 25(2), pp. 311-321.
6 전지홍, 최동혁, 김정진, 김태동(2009b). 수질학적 관점에서 수문모델 유출량 보정 방법 평가. 수질보전 한국물환경학회지, 25(3), pp. 432-440.
7 전지홍, 최동혁, 김정진, 김태동(2009c). SCE-UA 최적화기법에 의한 낙동강 유역의 CN값 도출. 수질보전 한국물환경학회지, 25(2), pp. 245-255.
8 Donigian, Jr., A. S. (2000). HSPF Training Workshop Handbook and CD. Lecture #19. Calibration and Verification Issue, Slide #L19-22. EPA Headquarters, Washington Information Center, 10-14 January, 2000. Persented and prepared for U.S. EPA, Office of Water, Office of Science and Technology, Washington, D.C. USA.
9 Donigian, Jr., A. S. (2002). Watershed Model Calibration and Validation: The HSPF Experience, National TMDL Science and Policy Specialty Conference 2002. Water Environment Federation, Phoenix, Arizona.
10 U.S. EPA. (2000). BASINS Technical Note 6: Estimating Hydrology and Hydraulic Parameters for HSPF, EPA-823-R00-012. U.S. Environmental Protection Agency, Office of Water, Washington, DC, USA.
11 Watermark Numerical Computing (2005). PEST Model-Independent Parameter Estimation User manual: 5th Edition. Watermark Numerical Computing, USA.