Browse > Article
http://dx.doi.org/10.3741/JKWRA.2004.37.8.643

Calibration and Validation of HSPF Mode1 to Estimate the Pollutant Loads from Rural Small Watershed  

Kim, Sang-Min (서울대학교 농업생명과학연구원)
Park, Seung-Woo (서울대학교 농공학과)
Publication Information
Journal of Korea Water Resources Association / v.37, no.8, 2004 , pp. 643-651 More about this Journal
Abstract
In this paper, the Hydrologic Simulation Program-Fortran (HSPF) was validated to estimate the pollutant loads from rural small watershed. The study watershed was the HP#6 subwatershed in Balhan reservoir watershed, located southwest from Suwon. The drainage area of HP#6 study watershed was 3.85$\textrm{km}^2$. Parameters of the HSPF model related to hydrology and water quality were calibrated from 1996 to 1997, and validated from 1999 to 2000 using observed hydrologic and water quality data. The average simulated runoff ratio for the calibration period was 0.579 and the measured runoff ratio was 0.583. The root mean square error (RMSE) for runoff during the calibration period was 2.1mm and correlation coefficient ($R^2$) was 0.92. Regarding the total nitrogen simulation, the RMSE was 0.086kg/ha/day and $R^2$ was 0.81 for the calibration period. In the case of total phosphorus, the RMSE was 0.012kg/ha/day and $R^2$ was 0.70 for the calibration period.
Keywords
TMDL; HSPF; Water quality modeling; Runoff; Pollutant loads; Nutrients;
Citations & Related Records
Times Cited By KSCI : 5  (Citation Analysis)
연도 인용수 순위
1 Jeon, J. H., J. H. Ham, C. G. Yoon, and S. J. Kim (2002). 'Effects of DEM Resolution on Hydrological Simulation in BASINS-HSPF Modeling', Journal of the Korean Society of Agricultural Engineers, 44(7), pp. 25-35   과학기술학회마을
2 Johanson, R. C., J. C. Imhoff, J. L. Kittle, and A. S. Donigan (1984). Hydrologic Simulation Program - Fotran (HSPF): User's Manual, Release 8, EPA 600/3-84-006, U.S. Environmental Protection Agency, Athens, GA
3 박남희, 김철 (2002). '황룡강 유역의 장기유출분석을 위한 HSPF 모형 연구.' 2002 한국수자원학회 학술발표회 논문집(1), pp. 170-175   과학기술학회마을
4 임상준 (2001). HSPF 모델을 이용한 비점오염부하량 산정에 관한 연구 (금강의 갑천을 중심으로), 석사학위논문, 충남대학교
5 권명준 (2000). 농촌유역 하천의 수질예측을 위한 SWAT 모형과 WASP 모형의 연계운영, 석사학위논문, 서울대학교
6 김상민 (2004). 비점오염 모형을 이용한 하수처리수 재이용에 따른 유역 오염총량 분석. 박사학위논문, 서울대학교
7 Laroche, A. M., J. Gallichand, R. Lagace, and A. Pesant (1996). 'Simulation Atrazine Transport with HSPF in an Agricultural Watershed', Journal of Environmental Engineering, Vol. 22, No. 7, pp. 622-630   DOI   ScienceOn
8 김지훈, 홍성구, 권순국 (1998). '지리정보시스템을 이용한 SWAT모형의 적용.' 한국농공학회지, 40(4), pp. 67-76   과학기술학회마을
9 Arnold, J. G., R. Srinivasan, R. S. Muttiah, and J. R. Williams (1998). 'Large Area Hydrologic Modeling and Assessment. Part I : Model Development.' Journal of American Water Resources Association, Vol. 34, No. 1, pp. 73-89   DOI   ScienceOn
10 Beasley, D. B. and L. F. Huggins (1981). ANSWERS Users Manual, EPA 905/9-82-001, U.S. Environmental Protection Agency, Chicago, IL
11 Young, R. A., et al. (1986). Agricultural Nonpoint Source Pollution Model: A Watershed Analysis Tool, Agricultural Research Service, U.S. Department of Agriculture, Morris, MIN
12 Bicknell, B. R., J. C. Imhoff, J. L. Kittle, Jr., T. H. Jobes, and A. S. Donigan, Jr. (2001). Hyrdologic Simulation Program - Fotran (HSPF) User's Manual for Version 12, U.S. Environmental Protection Agency, National Exposure Research Laboratory, Athens, GA
13 포항산업과학연구원 (1999). 낙동강 오염실태 조사 및 장단기 개발 기본 계획 수립
14 Engelmann, C. J. K., A. D. Ward, A. D. Christy, and E. S. Bair (2002). 'Application of the BASINS Database and NPSM Model on a Small Ohio Watershed', Journal of the American Water Resources Association, Vol. 38, No. 1, pp. 289-300   DOI   ScienceOn
15 U.S. Geological Survey (USGS) (2000). Water Resources Applications Software: HSPF,
16 Chew, C. Y., L. W. Moore, and R. H. Smith (1991). 'Hydrological Simulation of Tennessee's North Reelfoot Creek Watershed', Journal of Water Pollution Control Federation, Vol. 63, No. 10, pp. 10-16
17 Williams, J. R., A. D. Nicks, and J. G. Arnold (1985). 'Simulator for Water Resources in Rural Basins.' Journal of Hydraulic Engineering, ASCE, Vol. 111, No. 6, pp. 970-986   DOI   ScienceOn
18 Moore, L. W., H. Matheny, T. Tyree, D. Sabatini and S. J. Klaine (1988). 'Agricultural Runoff Modeling in a Small West Tennessee Watershed, Journal of Water Control Federation, Vol. 60, No. 2, pp. 242-249
19 Gunnerson, C. G. (1967). 'Stream Flow and Quality in the Columbia River Basin.' Journal of the Sanitary Engineering Division, Proceedings of the ASCE, Vol. 93 (SA6)
20 Im, S. J., K. M. Brannan, and S. Mostaghimi (2003). Calibration and Validation of the HSPF Model on an Urbanizing Watershed in Virginia, USA, Water Engineering Research, Vol. 4, No. 3, pp. 141-154