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2018 Vol.28, Issue 3

Research Article

Investigation of the 2013 Hadari Debris Flow in Korea Through Field Survey and Numerical Analysis
Junghae Choi1*
1Department of Earth Science Education, Kyungpook National University, Korea, Assistant Professor
* Corresponding Author
30 September 2018. pp. 341-348
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Abstract

Landslides can be caused by localized intense rainfall. The loss of human lives and damage to property from landslides is increasing. However, little information exists on the movement and flow of sediment material at the time of rapid landslides. In this study, a field survey was conducted of landslides that occurred in 2013 in the Hadari area of Yeoju city in Korea. This was followed by numerical analysis. The purpose is to analyze the characteristics of a consequent debris flow and its movement at the time of failure. The results of the field survey and numerical analysis are consistent with each other. The maximum velocity of the debris flow was ~9.335 m/s and the maximum sediment thickness ~4.674 m. The latter is similar to the traces of debris flow observed in the field.

Keywords
debris flow
landslide
run-out distance
numerical analysis
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Information
  • Publisher :Korean Society of Engineering Geology
  • Publisher(Ko) :대한지질공학회
  • Journal Title :The Journal of Engineering Geology
  • Journal Title(Ko) :지질공학
  • Volume : 28
  • No :3
  • Pages :341-348
  • Received Date : 2018-07-05
  • Revised Date : 2018-07-16
  • Accepted Date : 2018-07-20
  • DOI :https://doi.org/10.9720/kseg.2018.3.341
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