DOI QR코드

DOI QR Code

Evaluation of Catchbasin for Increasing Interception Capability of Stormwater Runoff

강우유출수 차집능력 증대형 빗물받이의 성능 평가

  • Han, Sangjong (Korea Institute of Civil Engineering and Building Technology, Environmental and Plant Engineering Research Institute) ;
  • Shin, Hyunjun (N-fourtechDS) ;
  • Hwang, Hwankook (Korea Institute of Civil Engineering and Building Technology, Environmental and Plant Engineering Research Institute)
  • 한상종 (한국건설기술연구원 환경플랜트연구소) ;
  • 신현준 ((주)엔포텍디에스) ;
  • 황환국 (한국건설기술연구원 환경플랜트연구소)
  • Received : 2017.11.03
  • Accepted : 2017.11.30
  • Published : 2017.12.15

Abstract

It is not cost effective to raise the density of catch basins in preparation for heavy rainfall in terms of construction and maintenance. Our researchers have developed the new catch basin for increasing interception capacity of runoff with internal filtration structure. To compare interception capacity of an existing catch basin with the invented catch basin, a hydraulic experiment device with 4% of road gradients and 0.2% of road gradients was constructed. For runoff conditions of 4.4 l/s, 6.7 l/s and 10.4 l/s, capability of runoff and separation capability of debris (sand and leaves) were evaluated. As the main experimental results, the effectiveness of the developed catch basin has been verified with an increase in interception rate of approximately 22% for the runoff of 6.7 l/s as heavy rainfall. However, the results of invented catch basin showed only 4.5% of settlement rate of debris regarding sand. Therefore, the authors proposed an improved tilted screen structure additionally. After reviewing the performance of improved catch basin, application of the invented catch basin is expected to drain runoff effectively when it is applied to the faulty road drainage section.

Keywords

References

  1. Choi, S.Y., Eom, K., Choi, S. and Cho, J. (2016). Development of interception capacity equations according to grate inlet types. J. Korea Water Resour. Assoc., 49(10), 851-861. https://doi.org/10.3741/JKWRA.2016.49.10.851
  2. Hwang, H.K. (2006). Evaluation of Sediment Transport Capacity of Non-Circular Modified Sewer Pipe by Curing in Place, Docteral Thesis, Hongik University, Seoul, Republic of Korea, pp. 57-60.
  3. Kim, S.K., Yun, S.L., Kim, Y.I., Kang, S.W. and Kim, S.J. (2005a). "Application of installation(EcoTank) on site for Reducing Pollutant Discharge on the Impervious Cover". Proceedings of The 2005 Annual Conference of Korean Society of Civil Engineers, Korea Society of Civil Engineering, 19-21, October, 2005, Jeju, Republic of Korea.
  4. Kim J.S., Kwon I.S., Yoon, S.E, and Lee, J.T. (2005b). "An Analysis of Clogging Characteristics at Grate Inlet". Proceedings of The 2005 Annual Conference of Korean Society of Civil Engineers, Korean Society of Civil Engineering, 19-21, October, 2005, Jeju, Republic of Korea.
  5. Kim, J.S., Song, J.I. and Yoon, S.E. (2007). "An Estimation of Clogging Factors at Stormwater Grate Inlets with Consideration of Urban Area Characteristics", Proceedings of The 2007 annual conference of Korean Society of Hazard Mitigation, Korean Society of Hazard Mitigation, 22, Febrary, 2007, Incheon, Republic of Korea.
  6. Kwon, S.C., Cho, J.I., Song, H.M. and Kim, S.J. (2014). "Evaluation of Discharge Capacity and Block Efficiency of Block Device for Odor in Rain Gutter". Proceedings of The 2014 annual conference of Korean Society of Water Envrionment and Korea Society of Water and Wastewater, Korean Society of Water Environment, 20-21, March, Goyang, Republic of Korea.
  7. Lee, W., Park, I. and Lim, B. (2017). Evaluation of Infilltration Rate in Infiltration Grate Inlet. The 2014 annual conference of Korean Society of Water and Wastewater and Korean Society of Water Environment, Korean Society of Water and Wastewater, 23-24, March, 2017, Gwangju, Republic of Korea.
  8. KWWA (2011). Sewerage faciltiy standards, Korea Water and Wastewater Works Association, pp 191-201.
  9. MOIT (2000). Development of water resource management research report in 1999 : Appendix I, Probable precipitation in Korea, Ministry of Land, Infrastructure and Transport. p. 18.
  10. MOIT (2012). Guidelines for design and management of road drainage facilities, Ministry of Land, Infrastructure and Transport.
  11. Na, U. and Kim, K. (2007). "A reason of gutter odour and its solving methods in Seoul". Proceeding of Korean Society of Environmental Engineering in Fall 2007, 1-2, November, Chuncheon, Republic of Korea.
  12. Seoul Metropolitan City (2011). Basic and Detailed Design Report on Short-term Measures for Prevention of Inundation in Gwanghwamun Square, Seoul Metropolitan City.
  13. Seoul Metropolitan City (2012). Review of Sewerage Facilities Standard for Inundation, Seoul Metropolitan City.
  14. Shin, S.Y. and Kim, H.R. (2011). A study on relationships between land use characteristics and flood damage areas, Seoul Development Institute.
  15. Yoon, S.E., Lee, J.T., Jung, J.W., Shin, S.Y. and Im, D.H. (2003). "Analysis of Interception Efficiency as Variation with Storm Water Inlet Structure". Proceedings of The 2003 Annual Conference of Korean Society of Civil Engineers, Korean Society of Civil Engineering, 24-25, October, 2003, Daegu, Republic of Korea.
  16. Yosimoto (1994). Minimum Flow Velocity Required to Prevent the Deposition of Sediments in Stormsewer. Journal of Japan Sewage Works Association, 31(377), pp. 68-73.
  17. KIPRIS, http://www.kipris.or.kr/khome/main.jsp (December 11, 2017).