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Construction and Monitoring of Test bed in Urban Sediment Disaster Prevention Technology

도심지 토사재해 방어기술 테스트베드 구축 및 모니터링 연구

  • 이정민 (한국토지주택공사 토지주택연구원) ;
  • 김효진 (한국토지주택공사 토지주택연구원) ;
  • 이윤상 (한국토지주택공사 토지주택연구원) ;
  • 진규남 (한국토지주택공사 토지주택연구원)
  • Received : 2017.06.26
  • Accepted : 2017.07.24
  • Published : 2017.07.30

Abstract

In this study, sediment transfer and precipitation analysis of the test bed watershed was conducted through the model for the application and practical use of the urban sediment disaster prevention technology, and used this as an aid to design to secure reliability. In addition, conducted the test bed monitoring with the defense technology, analyzed the effect, and established the maintenance plan. Analyzed the change of soil deposition volume through arbitrary slope adjustment for the currently installed stormwater conduit of the test bed watershed. As a result, it is important to reduce the total sedimentation amount in the adjustment of the slope of the entire pipeline, but it is important that the sedimentation depth of each sediment does not rise to such a degree as to threaten the performance of the pipeline. Considering these matters, it is necessary to design the pipeline to prevent the clogging of the soil from the viewpoint of the reliability of the entire pipeline. The sediment disaster defense technology test bed is divided into a new city and an old city, and old city test bed is under construction. The result obtained through the monitoring of the test bed in the new city, sediment disasters such as debris can delay the time to reach the downtown area, and it is possible to secure the golden time, such as evacuation and rescue through the warning system. Also, the maintenance of the test bed application was suggested. Continuous and systematic monitoring is required for securing the reliability of element technology and successful commercialization.

Keywords

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