Browse > Article
http://dx.doi.org/10.3741/JKWRA.2005.38.9.791

ILLUDAS-NPS Model for Runoff and Water Quality Analysis in Urban Drainage  

Kim, Tae-Hwa (Dept. of Civil Engineering, Kyonggi Univ.)
Lee, Jong-Tae (Dept. of Civil Engineering, Kyonggi Univ.)
Publication Information
Journal of Korea Water Resources Association / v.38, no.9, 2005 , pp. 791-800 More about this Journal
Abstract
An ILLUDAS-NPS model was developed which is able to compute pollutant loadings and the concentrations of water quality constituents. This model is based on the existing ILLUDAS model, and added for use in the water quality analysis process during dry and rainy periods. For dry period, the specifications of coefficients for discharge and water quality were used. During rainfall, we used the daily pollutant accumulation method and the washoff equation for computing water quality each time. According to the results of verification, the ILLUDAS-NPS model provides generally similar outputs with the measured data on total loadings, peak concentration and time of peak concentration for three rainfall events in the Hong-je Basin. In comparison with the SWMM and STORM models, it was shown that there is little difference between ILLUDAS-NPS and SWMM.
Keywords
Urban Drainage; Water Quality; NPS; ILLUDAS; ILLUDAS-NPS; SWMM; STORM;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
연도 인용수 순위
1 Wanielista, M.P. (1981). 'Nonpoint Source Effects', Florida Technological University, Orando, Florida
2 Noel, D.C. and Terstriep, M.L. (1982). 'Q-ILLUDAS : A Continuous Urban Runoff/Washoff Model', International Symposium on Urban Hydrology, Hydraulics, and Sediment Control, University of Kentucky, Lexington, K.Y.
3 Novotny, V. and Chesters, G. (1981). 'Handbook of Nonpoint Pollution, Sources, and Management', N.Y., pp. 312-345
4 Sonzogni, W.C., Chesters, G., Coote, D.R. and Robinson, J.B. (1980). 'Pollution from Land Runoff', Environmental Science and Technology, Vol. 14   DOI
5 Cermola, J.A., El-Baroudi, H.M., Sachdev, D.R. and Decarli, S. (1979). 'SWMM Application to Combined Sewerage in New Haven', Journal of Environmental Engineering Division, ASCE, Vol. 106, No. 6, pp. 1035-1048
6 임봉수, 이병헌, 최의소 (1984). '도시와 농촌에서의 비점원 오염물 배출양상에 관한 연구', 대한토목학회논문집, 대한토목학회, Vol. 4, No. 2, pp. 46-53
7 최의소 (1991). '영양염류 산정에 관한 연구', 한국환경과학연구소
8 최지용, 신창민 (2002). '비점오염원 저감을 위한 우수유출수 관리방안', 한국환경정책평가연구원, pp. 53-82
9 방기웅, 이준호, 유명진 (1997). '도시소유역에서의 비점오염원 유출특성에 관한 연구.' 한국수질보전학회지, 한국수질보전학회, Vol. 13, No. 1, pp. 79-99
10 이종태 (1998). '도시유역에서의 유출 및 수질해석 모형', 한국수자원학회 논문집, 한국수자원학회, Vol. 31, No. 6, pp. 709-725   과학기술학회마을
11 서울특별시 (2002). 중랑천 비점오염원 관리대책 및 생태지도 제작, pp. 42-250
12 환경부 (1995). 비점오염원 조사연구사업 보고서, pp. 93-169
13 Metcalf and Eddy (1971). 'Stormwater Management Model', University of Florida, Grainsville, and Water Resources Engineers, Inc.
14 Whipple, W. (1976). 'Characterization of Urban Runoff', Water Research Institute, Ruters University
15 Terstriep, M.L. and Lee, M.T. (1989). 'AUTO_QI : An Urban Runoff Quality/Quantity Model with a GIS Interface', Illinois State Water Survey, Champaign, Illinois
16 U.S. Army Corps of Engineers. (1977). 'Urban Storm Water Runoff: STORM User's Manual' Hydrologic Engineering Center, Davis, C.A., pp. 1-48
17 Han, J. and Delleur, J.W. (1979). 'Development of an Extension of Illudas Model for Continuous Simulation of Urban Runoff Quantity and Discrete Simulation of Runoff Quality', Purdue University Water Resources Research Center, Technical Report No. 109, pp. 64-85
18 Huber, W.C. and Dickinson, R.E. (1988). 'Stormwater Management Model Ver. 4, Part A : User's Manual', E.P.A, pp. 59-282
19 國松孝男 (1992). 河川汚染の モテル解析, 技報堂出版
20 和田安彦 (1983). 非特定汚染源負荷とその降雨時流出モテル, 水資源硏究センタ