Journal of Korean Society on Water Environment (한국물환경학회지)

Korean Society on Water Environment (한국물환경학회)
권호 표지

Runoff Capture Curve for Non-Point Source Management

비점오염원 관리를 위한 유출포착곡선

  • Kim, Sangdan (Department of Environmental System Engineering, Pukyong National University) ;
  • Jo, Deok Jun (Department of Architure & Civil Engineering, Dongseo University)
  • 김상단 (부경대학교 환경시스템공학부) ;
  • 조덕준 (동서대학교 건축토목공학부)
  • Received : 2007.09.30
  • Accepted : 2007.10.25
  • Published : 2007.11.30
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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

Acknowledgement

Grant : 부산지역 강우 특성을 고려한 합류식 하수관거 월류수의 최적관리방안

Supported by : 부산지역환경기술개발센터

References

  1. 김상단,유철상,김중훈,윤용남,다차원 강우모형의 시간적인 특성 연구,한국수자원 학회논문집,33, pp. 783-791 (2000)
  2. 김상단,추계학적 점 강우모형과 결합된 토양수분 확률밀도 함수의 유도,대한토목학회논문집,27, pp. 499-506 (2007)
  3. 윤용남,공업수문학,청문각 (2005)
  4. 조덕준,위험도 기반 지역별 정규 CSOs 곡선 설계에 관한 연구,한국수자원학회논문집,39, pp. 575-581 (2007) https://doi.org/10.3741/JKWRA.2006.39.7.575
  5. 환경부,비정오염원관리 업무편람,환경부 (2006)
  6. Adams, B. J. and Papa, F., Urban Stormwater Management Planning with Analytical Probabilistic Models, John Wiley & Sons, INC. U.S.A (2000)
  7. 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) https://doi.org/10.1061/(ASCE)0733-9496(1999)125:2(107)
  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. 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) https://doi.org/10.1061/(ASCE)0733-9437(2001)127:3(170)
  10. 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) https://doi.org/10.1061/(ASCE)0733-9496(1996)122:1(33)
  11. 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) https://doi.org/10.1061/(ASCE)0733-9496(2002)128:3(208)
  12. 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) https://doi.org/10.1061/(ASCE)1084-0699(2006)11:1(29)
  13. Nix, S. J., Urban Stormwater Modeling and Simulation, Lewis Publishers, Boca Raton, FL (1994)
  14. Soil Conservation Service, National Engineering Handbook, section 4, Hydrology, U.S. Dept. of Agriculture, Washington, D.C. (1972)
  15. 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) https://doi.org/10.1029/WR020i011p01611
  16. Vanmarcke, E., Random fields: Analysis and synthesis, MIT Press (1983)
  17. 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) https://doi.org/10.1007/s00477-006-0050-9