A Comparison and Analysis of Planning Models for the Design of Detention Pond in Urban Area

도시유역의 저류지 설계를 위한 계획모형 비교분석

  • 이재준 (국립금오공과대학교 토목환경공학부) ;
  • 곽창재 (국립금오공과대학교 대학원 토목공학과) ;
  • 이상원 (국립금오공과대학교 대학원 토목공학과)
  • Published : 2008.06.30

Abstract

Urbanization results in increased runoff volume and peak flowrate and shortening in time of concentration, which may cause frequent flooding downstream. There are various types of flow retardation methods including detention ponds, retention ponds, and infiltration ponds. In general, hydrologic models to design the detention pond are classified into planning model and design model. This study is comparing and analyzing of planning model to design the detention pond in urban area. Detention ponds data of Disaster Impact Assessment Report on 22 sites were analyzed to investigate proper planning models in this study. From this research, following conclusions are derived, 1) In case of on-line detention pond, Lee model(1991) is the best planning model and similar to real storage volume. 2) In case of off-line detention pond, Abt and Grigg model is much more proper model compared to other models.

References

  1. 김대근, 고영찬 (2005) 도심지 소유역에 적용 가능한 우수저류조의 용량 산정에 관한 연구. 대한상하수도학회 논문집, 대한상하수도학회, 제19권, 제5호, pp. 619-624
  2. 신응배, 이두진, 곽수동, 선상운, 이동훈 (2003) 하수관거모델을 이용한 CSO 저류시설의 최적용량결정에 관한연구. 한국물환경학회.대한상수도학회 공동 춘계학술발표회 논문집, 한국물환경학회.대한상수도학회, pp. 309-312
  3. 안재찬, 이재준, 김호년, 곽창재 (2006) 재해영향평가서를 통해 본 설계수문량의 특성 분석. 2006년도 한국방재학회 학술발표대회 논문집, 한국방재학회, pp. 265-270
  4. 이종태, 윤세의, 이재준, 윤용남 (1991) 도시화영향을 고려한 유수지 계획모형. 한국수문학회지, 한국수문학회, 제24권, 제4호, pp. 73-83
  5. 행정자치부(소방방재청) (2000-2006) 각종 개발사업 재해영향평가서
  6. 황석환, 김웅태, 최시중, 김중훈 (1998) 비선형 최적화 기법을 이용한 유수지의 설계. 고려대학교 공학기술연구소 공학논문집, 고려대학교 공학기술연구소, Vol. 36, pp. 57-61
  7. Abt, S.R. and N.S. Grigg (1978) An Approximate Method for Sizing Detention Reservoirs. Water Resources Bulletin, Vol. 14, No. 4, pp. 956-965 https://doi.org/10.1111/j.1752-1688.1978.tb05591.x
  8. Baker, W.R. (1979) Stormwater Detention Basin Design for Small Drainage Areas. Public Works, Vol. 108, No. 3, pp. 75-79
  9. Burton, K.R. (1980) Stormwater Detention Basin Sizing. Journal of Hydraulics Division, ASCE, Vol. 106, No. HY3, pp. 437-439
  10. Diskin, M.H. and A. Kessler (1991) The Efficiency Function of Detention Reservoirs in Urban Drainage Systems. Water Resource Research, Vol. 27, No. 3, pp. 253-258 https://doi.org/10.1029/90WR02143
  11. Donahue, J.R., R.H. McCuen, and T.R. Bondelid (1981) Comparison of Dentention Basin Planning and Design Models. Journal of Water Resource Planning and Management Division, ASCE, Vol. 107, No. WR2, pp. 385-400
  12. Mays, L.W. (2001) Stormwater Collection Systems Design Handbook. McGraw-Hill, pp. 7.1-7.66
  13. McCuen, R.H. (1988) Hydrologic Analysis and Design. Prentice Hall
  14. SCS (1986) Urban Hydrology for Small Watersheds. Tech. Release 55, Washington, D.C
  15. Wycoff, R.L. and V.P. Singh (1976) Preliminary Hydrologic Design of Small Flood Detention Reservoirs. Water Resources Bulletin, Vol. 12, No. 2, pp. 337-349 https://doi.org/10.1111/j.1752-1688.1976.tb02683.x