Journal of Korea Water Resources Association (한국수자원학회논문집)

Korea Water Resources Association (한국수자원학회)
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Development of Simplified Computer Program for the Design of Size and Culvert Outlet in Detention Pond

저류지의 규모 및 방류암거의 설계를 위한 간편프로그램 개발

  • Lee, Jae Joon (School of Civil and Environmental Engineering, Kumoh National Institute of Technology) ;
  • Ahn, Jae Chan (Research Planning Dept., National Disaster Management Institute) ;
  • Kim, Byung Il (Water Resources Dept., Chunma Engineering & Consultant CO.)
  • 이재준 (금오공과대학교 토목환경공학부) ;
  • 안재찬 (국립재난안전연구원 연구기획과) ;
  • 김병일 ((주)천마기술단 수자원부)
  • Received : 2014.05.29
  • Accepted : 2014.06.09
  • Published : 2014.07.31
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Abstract

Recently runoff reduction facilities such as detention ponds were rarely used and limited primarily to cases. A specific installation criteria and method of design for runoff reduction facilities is insignificant in our country. Also it has difficult problems with quantification. A detention pond being installed at outfalls and generalized in our country is adopted as basic form with infiltration facilities because quantification index for runoff reduction facilities have not been developed. A processing of detention pond design has to determinate storage volume and outlet form is very complex and wasting human resources and time in the planning step. In this study, we have been unified FFC11-SimPOND being able to simply calculate size with simplified design method of culvert outlet and made a computing model (SimPOND-CO) for practical users.

현재 저류시설과 같은 유출저감시설은 국내에 적용된 사례가 거의 없고, 구체적인 설치 기준 및 설계 방법에 대한 기준이 미비하며, 저감량을 정량화하는 것이 곤란한 문제점을 지니고 있다. 이에 따라 유출저감시설의 정량화 지표가 개발될 때까지 국내에서 보편화되어 있는 유역출구 저류시설인 저류지를 기본 저감시설의 형식으로 채택하고 추가적으로 침투형 저감시설을 최대한 적용하고 있는 실정이다. 이러한, 저류지의 설계는 저류용량 및 방류시설에 이르기까지 까다로운 절차를 거쳐 제원을 결정하고 있어 계획단계에서는 불필요한 인력 및 시간이 소모되기도 한다. 따라서 본 연구에서는 기존 FFC11-SimPOND 모형의 저류지 규모결정 과정과 방류암거의 간편설계절차를 일원화하여 계획단계에서 저류지 용량과 방류암거의 설계제원을 손쉽게 산출할 수 있도록 SimPOND-CO 모형을 구축하였다.

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References

  1. Ahn, T.J. (2013). "An approximate study on flood reduction effect depending upon weir or gate type of lateral overflow structure of washland." Journal of Korean Wetlands Society, Vol. 15, No. 4, pp. 573-583.
  2. Bohler, B., Hahn, E., Hsu, E., and Rao, A. (2005). Sensitivity of Detention Basin Volume to Rainfall Input. Proceedings of the 2005 World Water and Environmental Resources Congress, pp. 1-11.
  3. Cho, K.J., Lee, D.S., and Kim H.J. (2014). "Numerical Model Application for Analysis of Flood Level Mitigation due to Retention-Basin." Journal of the Korea Academia-Industrial cooperation Society, Vol. 15, No. 1, pp. 495-505. https://doi.org/10.5762/KAIS.2014.15.1.495
  4. Choi, S.R., and Ahn, T.J. (2011). "Development of River-Reservoir Integrated Model for Flood Reduction Capacity Analysis of Off-Stream Reservoir." Journal of the Korean Society of Hazard Mitigation, Vol. 11, No. 3, pp. 165-174. https://doi.org/10.9798/KOSHAM.2011.11.3.165
  5. Dasika, B. (1995). "New approach to design of culverts." Journal of Irrigation and Drainage Engineering, Vol. 121, No. 3, pp. 261-264. https://doi.org/10.1061/(ASCE)0733-9437(1995)121:3(261)
  6. David, P.S., and Bedient, P.B. (1980). "Detention Storage for Urban Flood Control." Journal ofWater Resources Planning and Management Division, ASCE. Vol. 106, No. WR2, pp. 413-425.
  7. Guo, Y., and Urbonas, B. (1996). "Maximized Detention Volume Determined by Runoff Capture Ratio." Journal of Water Resources Planning and Management, Vol. 122, No. 1, pp.33-39. https://doi.org/10.1061/(ASCE)0733-9496(1996)122:1(33)
  8. Hager, W., and Giudice, G. (1998). "Generalized culvert design diagram." Journal of Irrigation and Drainage Engineering, Vol. 124, No. 5, pp. 271-274. https://doi.org/10.1061/(ASCE)0733-9437(1998)124:5(271)
  9. Hong, Y.M., Yeh, N., and Chen, J.Y. (2006). "The Simplified Methods of Evaluation Detention Storage Volume for Small Catchment." Ecological Engineering, Vol. 26, No. 4, pp. 355-364. https://doi.org/10.1016/j.ecoleng.2005.12.006
  10. Hong, Y.M. (2008). "Graphical Estimation of Detention Pond Volume for Rainfall of Short Duration." Journal of Hydro-Environment Research, Vol. 2, No. 2, pp. 109-117. https://doi.org/10.1016/j.jher.2008.06.003
  11. Jang, I.S., Park, K.B., Lee, M.J., and Lee, J.H. (2010). "Study on Determine of Detention Pond in Small Developed Area." Journal of Korean Society of Urban Environment, Vol. 10, No. 3, pp. 253-258.
  12. Jang, J.Y., and Lee, J.J. (2011). "A Simplified Design Method of Culvert Outlet for Detention Pond." Journal of Korea Water Resources Association, Vol. 44, No. 4, pp. 263-273. https://doi.org/10.3741/JKWRA.2011.44.4.263
  13. Ku, H.J., and Jun, K.S. (2008). Development of a Culvert Design Model. 2008 Conference of Korean Water Resource Association, pp. 645-649.
  14. Kim, D.G., Lee, L.Y., Lee, C.W., Kang, N.R., Lee, J.S., and Kim, H.S. (2011). "Analysis of Flood Reduction Effect of Washland using Hydraulic Experiment." Journal of Korean Wetlands Society, Vol. 13, No. 2, pp.307-317.
  15. Kim, D.G., and Ko, Y.C. (2005). "A Study on the Calculation of Storage Volume of Storm-Water Detention Basins for Small Urban Catchments." Journal of the Korean Society ofWater and Wastewater, Vol. 19, No. 5, pp. 619-624.
  16. Kim, H.J., Bae, D.W., and Yoon, K.S. (2011). "Experimental Study for Analysis of Flood Mitigation Effect by Detention Basin." Journal of the Korean Society of Hazard Mitigation, Vol. 11, No. 6, pp. 281-291. https://doi.org/10.9798/KOSHAM.2011.11.6.281
  17. Lee, J.J., Lee, J.S., Jun, B.H., and Lee, J.T. (1993). "Critical Duration of Design Rainfall for the Design of Storm Sewer in Seoul." Journal of Korean Association of Hydrological Sciences, Vol. 26, No. 2, pp. 49-57.
  18. Lee, J.J., and Kim, H.N. (2008). "Analysis of Rainfall Runoff Reduction Effect Depending upon the Location of Detention Pond in Urban Area." Journal of the Korean Society of Civil Engineers. B, Vol. 28, No. 5B, pp. 535-546.
  19. Lee, J.J., and Kwak, C.J. (2008). "A Development of Simplified Design Method of the Detention Pond for the Reduction of Runoff." Journal of Korea Water Resources Association, Vol. 41, No. 7, pp. 693-700. https://doi.org/10.3741/JKWRA.2008.41.7.693
  20. Lee, J.S., Lee, J.J., Kim, K.H., and Oh, S.H. (1995). "A Study on the Hydrologic Design of Detention Storage Ponds in Urbanized Area." Magazine of Korea Water Resources Association, Vol. 28, No. 3, pp. 159-173.
  21. Lee, J.T., Yoon, S.E., Lee, J.J., and Yoon, Y.N. (1991). "Planning Models for Detention Ponds with Consideration of the Urbanization Effects." Journal of Korean Association of Hydrological Sciences, Vol. 24, No. 4, pp. 73-84.
  22. Lee, K.S., and Jin, L.S. (2003). Development of Program for Box Culverts Design. 2003 Annual Conference of Korean Society of Civil Engineers, pp. 2686-2689.
  23. Ministry of Land, Infrastructure and Transport (2009). River Design Standard and Explanation.
  24. National Emergency Management Agency (2005). Practice Guideline of Disaster Impact Assessment.
  25. Russell, M.G. (1980). "Analysis of Detention Basin Systems." Water Resources Bulletin, Vol. 16, No. 5, pp. 824-829. https://doi.org/10.1111/j.1752-1688.1980.tb02494.x
  26. The Korea Expressway Corporation (1991). Highway Drainage Guidelines.
  27. U.S. Federal Highway Administration (1985). Hydraulic Design of Highway Culverts.
  28. Yoon, Y.J., and Lee, J.C. (2001). "Estimation of the Stormwater Impoundments Volume Dependent on the Durations of Design Rainfall." Journal of Korea Water Resources Association, Vol. 34, No. 5, pp. 415-426.
  29. Yu, D.H., and Um, H.S. (2001). Simplified Design of Circular Culvert Outlet. 2001 Conference of Korean Water Resource Association, pp. 685-690.
  30. Yun, Y.B., and Cho, H.J. (2011). "An Estimation of Discharge Coefficient of Broad Crested Side Weir." Journal of the Korean Society of Civil Engineers. B, Vol. 31, No. 1B, pp. 63-70.