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http://dx.doi.org/10.14249/eia.2014.23.2.88

Analysis of Runoff Characteristics of Non-point Sources Pollutant and Application of BMP Using BASINS/WinHSPF Model  

Kim, Min Joo (Department of Environmental Engineering, Graduate school, Cheongju University)
Kim, Tae Geun (Department of Environmental Engineering, Cheongju University)
Publication Information
Journal of Environmental Impact Assessment / v.23, no.2, 2014 , pp. 88-100 More about this Journal
Abstract
This study analyzed runoff characteristics of non-point sources pollutant and evaluated removal of pollution by BMP(Best Management Practice) using BASINS/WinHSPF model. Hourly meterological data including input data was provided from 2010 to 2011 year to run HSPF model in Miho stream watershed. As the results of calibration and validation of the model, the model could be successfully performed to simulate the flow and water quality parameters. The apprehensive area of non-point source pollution was chosen by non-point source pollution per area of a tributary to the Miho stream and applied constructed wetland in area chosen. Three scenarios were based on installation area of an constructed wetland and HSPF model would be applied to estimate the pollutant removals through the constructed wetland. The removal rates of pollutants through the constructed wetland were estimated with the runoff and water quality parameters by the comparisons of before and after the constructed wetland application.
Keywords
BASINS/WinHSPF model; non-point sources; BMP; constructed wetland;
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Times Cited By KSCI : 3  (Citation Analysis)
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1 국립환경과학원, 2010, 수질오염총량관리를 위한 개발사업 비점오염원 최적관리 지침.
2 국립환경과학원, 2012, 수계오염총량관리 기술지침.
3 배다해, 하성룡, 2011, HSPF를 이용한 비점오염원 삭감에 따른 효과 분석, 환경영향평가, 20(1), 71-78.   과학기술학회마을
4 이재운, 권헌각, 이윤정, 윤종수, 한건연, 천세억, 2012, BASIN/HSPF 모형을 활용한 비점오염부하의 정량적 평가, 한국환경과학회지, 21(8), 965-975.   과학기술학회마을   DOI
5 이지헌, 2007, HSPF 모형을 이용한 농경활동이 미호천 수질오염부하 배출특성에 미친 영향 분석, 충북대학교 석사학위논문.
6 장재호, 윤춘경, 정광욱, 손영권, 2009, BASINSSWAT모델을 이용한 경안천 유역의 비점원 오염배출 정점관리 대상지역 결정, 한국농공학회논문집, 51(5), 69-78.
7 한정윤, 2007, BASINS/WinHSPF를 이용한 소양강댐 유역관리방안 연구, 건국대학교 석사학위 논문.
8 Stowell, R. M., Ludwig, R., Colt, R. and Tchobanoglous, G., 1981, Concepts in aquatic treatment design, Journal of environment engineering, ASCE, Vol. 112, 885-894.
9 Hashim, N. B., 2002, Watershed, Hydrodynamac and Water Quality Models for Total Maximum Daily Load. Ph.D. diss. Mississipi State, Mississippe, Ind.: Mississippi State University.
10 Narasimgan, B., P. M. Allen, R. Srinivasan, S. T. Bednarz, J. Arnold and J. A. Dunbar, 2007, Streambank erosion and best management practice simulation using SWAT, In: Proceedings of 4th conference on 'Watershed management to meet water quality standards and TMDL' San Antonio ASABE publication #701P207, 10-14 March 2007.
11 Y. S. Yang., L. Wang, 2010, A Review of Modelling Tools for Implementation of the EU Water Framework Directive in Handling Diffuse Water Pollution, Water Resour Manage, Vol. 24, 1819-1843.   DOI
12 Donigian A. S., 2000, HSPF Training Workshop Handbook and CD, Lecture #19, Calibration and Verification Issues, Slide #L19-22, EPA Headquarters, Washington Information Center, Presented and prepared for U.S. EPA, Office of Water, Office of Science and Technology.