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Runoff Capture Curve for Non-Point Source Management  

Kim, Sangdan (Department of Environmental System Engineering, Pukyong National University)
Jo, Deok Jun (Department of Architure & Civil Engineering, Dongseo University)
Publication Information
Abstract
For the purpose of managing non-point sources, water quality control basins (WQCBs) are often designed to capture rainfall events smaller than extreme events. The design rainfall statistics and runoff capture rates for sizing a WQCB should be derived from the local long-term continuous rainfall record. In this study, the 31-year continuous rainfall data recorded in Busan is analyzed to derive the synthesized runoff capture curve incorporated with SCS curve number.
Keywords
Non-point source management; Runoff capture curve; SCS curve number; Water quality control basins;
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Times Cited By KSCI : 4  (Citation Analysis)
연도 인용수 순위
1 김상단,추계학적 점 강우모형과 결합된 토양수분 확률밀도 함수의 유도,대한토목학회논문집,27, pp. 499-506 (2007)
2 Kim, S. and Kavvas, M. L., Stochastic point rainfall modeling for correlated rain cell intensity and duration, Journal of Hydrologic Engineering, 11, pp. 29-36 (2006)   DOI   ScienceOn
3 김상단,유철상,김중훈,윤용남,다차원 강우모형의 시간적인 특성 연구,한국수자원 학회논문집,33, pp. 783-791 (2000)
4 윤용남,공업수문학,청문각 (2005)
5 Behera, P. K., Papa, F. and Adams, B. J., Optimization of regional storm water management system, Journal of Water Resources Planning and management, 125, pp. 107-144 (1999)   DOI   ScienceOn
6 Guo, J. C. Y. and Hughes, W., Storage volume and overflow risk for infiltration basin design, Journal of Irrigation and Drainage Engineering, 127, pp. 170-175 (2001)   DOI   ScienceOn
7 Guo, J. C. Y. and Urbonas, R. B., Runoff Capture and Delivery Curves for Storm-Water Quality Control Designs, Journal of Water Resources Planning and Management, 128, pp. 208-215 (2002)   DOI   ScienceOn
8 Driscoll, E. D., Palhegyi, G. E., Strecker, E. W. and Shelley, P. E., Analysis of storm events characteristics for selected rainfall gauges throughout the United States, us. Environmental Protection Agency, Washington, D.C. (1989)
9 환경부,비정오염원관리 업무편람,환경부 (2006)
10 Soil Conservation Service, National Engineering Handbook, section 4, Hydrology, U.S. Dept. of Agriculture, Washington, D.C. (1972)
11 Adams, B. J. and Papa, F., Urban Stormwater Management Planning with Analytical Probabilistic Models, John Wiley & Sons, INC. U.S.A (2000)
12 Rodriguez-Iturbe, I., Gupta, V. K. and Waymire, E., Scale consideration in the modeling of temporal rainfall, Water Resources Research, 20, pp. 1611-1619 (1984)   DOI   ScienceOn
13 Guo, J. C. Y. and Urbonas, R. B., Maximized detention volume determined by runoff capture ratio, Journal of Water Resources Planning and Management, 122, pp. 33-39 (1996)   DOI
14 Yoo, C., Kim, S. and Kim, T. W., Assessment of drougth vulnerabiltiy based on the soil moisture PDF, Stochastic Environmental Research and Risk Assessement, 21, pp. 131-141 (2006)   DOI   ScienceOn
15 Vanmarcke, E., Random fields: Analysis and synthesis, MIT Press (1983)
16 Nix, S. J., Urban Stormwater Modeling and Simulation, Lewis Publishers, Boca Raton, FL (1994)
17 조덕준,위험도 기반 지역별 정규 CSOs 곡선 설계에 관한 연구,한국수자원학회논문집,39, pp. 575-581 (2007)   과학기술학회마을   DOI