DOI QR코드

DOI QR Code

A Study on Improved Inspection Method of the Foundation Scouring and Establishment of 3D Underwater Surface Map

개선된 교량 기초세굴 점검방법 및 3D 하상지도 구축 연구

  • 최현철 (한국도로공사 (충남대학교 토목공학과)) ;
  • 고준영 (충남대학교 토목공학과)
  • Received : 2022.10.07
  • Accepted : 2022.10.08
  • Published : 2022.10.30

Abstract

The maintenance of bridges installed in rivers is carried out through facility safety inspection and repair & reinforcement procedures according to the results. Many studies have been so far conducted on the safety check of the bridge upperstructure because of the ease of access. However as it is impossible to directly investigate whether the pier foundation installed in the river has been scoured. Management of underwater foundations has remained based on theory. In this study, the scour of the bridge foundation installed in such a river was realized in 3D form by using an echo sounder and VRS. This made it possible to predict the scour pattern through comparison and analysis with the ground height of the riverbed at the time of the bridge installation. Based on these results, if the pier foundation is used as an initial data to determine whether or not local scour is present and to predict long-term scouring, bridge collapse due to foundation scour can be prevented.

하천에 설치된 교량의 유지관리는 시설물 안전점검과 그 결과에 따른 보수·보강의 절차를 거쳐 이루어진다. 그 동안 교량 상부구조의 안전점검은 접근성이 용이하여 많은 연구들이 이루어져 왔으나, 하천에 설치된 교각 기초부의 세굴여부에 대하여는 직접조사가 곤란하여 이론에 근거한 관리에 머물러 왔다. 본 연구에서는 이러한 하천에 설치된 교량 기초의 세굴을 음향측심기 및 VRS 등을 활용하여 하상 지반고의 형상을 3D 형태로 구현하였다. 이로써 교량 설치 당시의 하상 지반고와 비교·분석 등을 통해 세굴양상에 대한 예측이 가능하게 되었다. 이 결과들을 바탕으로 해당 교각 기초의 국부세굴 여부 파악 및 장기하상저하 예측을 위한 초기치 자료로 활용한다면 기초세굴로 인한 교량붕괴를 예방할 수 있을 것으로 판단된다.

Keywords

References

  1. ENFORCEMENT DECREE OF THE SERIOUS ACCIDENTS PUNISHMENT ACT [Enforcement Date 27. Jan. 2022].
  2. SPECIAL ACT ON THE SAFETY CONTROL AND MAINTENANCE OF ESTABLISHMENTS [Enforcement Date 17. Sep. 2021].
  3. Kim, J. S., and Chang, H. J. (2021), Analysis of Statistical Characteristics of Pier-Scour Depth Formula Using Hydraulic Experiment Data, Journal of the Korea Academia-Industrial cooperation Society, 22(6), 349-356. https://doi.org/10.5762/KAIS.2021.22.6.349
  4. Chang, H. J., Lee, H. J., Lee, H. S., and Kim S. D. (2020), Development of Scour Depth Calculation Equation Based on Hydraulic Model Test Data, Journal of the Korea Academia-Industrial cooperation Society, 21(1), 163-168. https://doi.org/10.5762/KAIS.2020.21.1.163
  5. Ministry of Land, Infrastructure and transport (2019) DETAILED GUIDELINES FOR FACILITY SAFETY AND MAINTENANCE (Safety inspection etc.).
  6. Lee, H. J, Chang, H. J., and Heo, T. Y. (2019), Statistical Characteristics of Pier-Scour Equations for Scour Depth Calculation, J. Korean Soc Disaster Secur, 12(3), 51-57. https://doi.org/10.21729/KSDS.2019.12.3.51
  7. Bang, D. S., Shin, B. G., Seong J. H., and Seo, H. Y. (2015), A Suggest on Criteria and Application Examination for Scour Safety Assessment of Passing Bridges in River Channels, Journal of Korea Institute for Structural Maintenance and Inspection, 19(1), 85-88.
  8. Bang, D. S., Shin, B. G., Seong, J. H., and Seo, H. Y. (2014), Proposal of Safety Assessment Method for Bridge Foundation Scour, Journal of Korea Institute for Structural Maintenance and Inspection, 18(1), 72-75. https://doi.org/10.11112/jksmi.2014.18.6.072
  9. Joo, B. C., Park, K. T., You, Y. J., and Hwang, Y. K. (2014), Development of Measuring Method for Bridge Scour and Water Level Using Temperature Difference Between Medium Interfaces, Journal of the Korea Institute for Structural Maintenance and Inspection, 18(2), 126-133. https://doi.org/10.11112/JKSMI.2014.18.2.126
  10. Cho, H. J., Jeon, W. Y. (2010), Flow Characteristics and Riverbed Change Simulation on Bridge-intensive Section, Journal of Korean Society of Civil Engineers, 30(6-B), 589-598.
  11. Park, J. H., Kim, J. H., An, S. C., Lee, J. H., Chung, M. K., and Kwak, K. S. (2008), A Case Study of Bridge Scour Vulnerability Evaluation and Prioritization for National Highway Bridges in the National Capital Region, Journal of Korean Society of Hazard Mitigation, 8(2), 7-21.
  12. Lee, Y. J., and Lee, Y. Y. (2006), A Study on the Effect of Substructures through the Shapes of Piers, Journal of the Korea Institute for Structural Maintenance and Inspection, 10(1), 217-222.
  13. Kwak, K. S., Park, J. H., Chung, M. K., and Woo, H. S. (2006), Bridge Scour Prioritization and Management System (I), Journal of Korean Society of Civil Engineers, 26(2-B), 187-195.
  14. Choi, J. S., Yeo, W. K., and Kim, M. M. (2003), Determination of Bridge Scour Depth Considerring Flow Conditions and Bed Characteristics, Journal of Korea Water Resources Association, 36(6), 893-899. https://doi.org/10.3741/JKWRA.2003.36.6.893
  15. Kennrth D. Walsh., George P. Miguel. (2003) Method for Forensic Analysis of Residential Flood-Elevation Data, Journal of Performance of Constructed Facilities, 17(3), 2003.
  16. Yeo, W. K., and Kang, J. G. (1999), Field Investigation of Bridge Scours in Small and Medium Streams, Journal of Korea Water Resources Association, 32(1), 41-47.
  17. Yoon, Y. N., Lee, J. S., and Ho, J. S. (1997), Estimation of Depth at Bridges and Comparative Analysis between Estimated and Measured Scour Depths, Journal of Korea Water Resources Association, 30(5), 477-485.
  18. Lee, J. S. (1997), An Analysis of Long-Term Bed Elevation Changes to Estimate Total Scour Depth at Bridge Site, Journal of Korea Water Resources Association, 30(6), 721-729.