• 지질공학
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• 제25권4호
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• pp.439-447
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• 2015

In this study, specific sections vulnerable to debris flow damage were selected, and a complete enumeration survey was performed for the sections with debris flow hazards. Based on this, the characteristics of the sections with debris flow hazards and the current status of actions against debris flow were examined, and an efficient installation plan for a debris flow damage prevention method that is required in the future was suggested. The results indicated that in the Route 56 section where the residential density is relatively higher between the two model survey sections, facilities for debris flow damage reduction were insufficient compared to those in the Route 6 section which is a mountain area. It is thought that several sites require urgent preparation of a facility for debris flow damage reduction. In addition, a numerical analysis showed that for debris barriers installed as a debris flow damage prevention method, distributed installation of a number of small-scale barriers facilities within a valley part was more effective than single installation of a large-scale debris barrier at the lower part of a valley.

• 한국재난관리표준학회지
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• 제2권1호
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• pp.75-80
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• 2009

본 연구는 최근 빈발하는 집중호우 및 국지성 호우로 인한 토석류, 산사태, 유송잡물 등 산지하천도로의 피해 를 유발시키는 다양한 재해유형에 대한 예측지도를 작성하는 연구로서, GIS 기반의 산지하천도로재해정보 시스템을 구축하는 연구이다. 본 연구는 강원도를 대상으로 산지지역에서의 재해위험을 분석하기 위한 프로토콜을 개발하여, 그 적정성을 검토하고 향후 산지하천도로 재해예측지도 작성 SW 구축을 위하여 필요한 DB 및 표출 방안을 검토하였다.

• 대한공간정보학회지
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• 제16권4호
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• pp.33-39
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• 2008

2002년의 루사, 2003년의 매미로 강원도에는 산사태 및 토석류 관련 심각한 재해가 발생하였으며 이러한 피해는 하천도로에 막대한 피해를 주었다. 2002년 이후 재해대장을 살펴보면 강원도의 산악지형에 이러한 피해가 집중된 현상을 볼 수 있다. 최근 GIS를 활용하여 산사태 및 토석류 발생 지역을 예측하기 위한 많은 연구가 활발히 진행되고 있으며, 산림청에서 제작한 산사태 위험도가 대표적인 예이다. 본 연구에서는 하천도로에 막대한 피해를 입은 강릉지역의 산사태위험도를 GIS기법을 이용한 통계적 분석법과 결정론적 분석법을 적용하여 제작하였다. 2002년 이후 국도유지관리사무소의 재해대장과 현장조사를 통한 피해지점의 GIS DB를 구축하였으며, GIS 기법을 통해 제작한 산사태 및 토석류 위험지도의 정확성을 검증하였다.

• 대한토목학회논문집
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• 제28권5C호
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• pp.263-271
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• 2008

토석류 위험에 체계적으로 대응하기 위해서는 토석류가 발생하는 위치의 지형 및 지질 그리고 유발요인 같은 토석류 특징에 대한 조사와 분석이 필요하다. 이 논문에서는 최근 5년간 고속도로에 피해를 유발시킨 48개소의 토석류에 대하여 유역의 지형 및 토석류 유발 강우자료를 조사, 분석하였다. 토석류는 $0.01{\sim}0.65km^2$의 크기를 갖는 규모의 유역에서 발생하였고 집중강우 시 약 $29{\sim}55^{\circ}$ 지형경사를 갖는 자연사면의 표면 파괴에 의해 주로 시작하는 것으로 나타났다. 토석류 유발강우의 경우 재현빈도 2년에서 5년의 강우에도 토석류가 발생할 수 있으며 토석류의 규모는 동일한 유역이라도 강우강도 및 누적강우특성에 따라 달라질 수 있음을 확인하였다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2006년도 추계학술대회 논문집
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• pp.392-401
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• 2006

In the July of 2006, devastating rainfalls ravaged the terrain in the province of Kangwon. These rainfalls resulted in debris flows, landslide and overflow over the habitat. Following these events, the urgent field study and countermeasures were to be needed and several methods were indicated. At each site, field observations were made and the properties of the channel and debris flow were broadly characterized. Debris flows are a natural hazard which looks like a combination of flood, land and rock slide. The same goes for that case, debris flow has been reported frequently overseas and the extent of damages has been increased. But the hazards "debris flow" is still insufficiently researched and futhermore debris flows are very hard to predict. In this paper, the general overview of the debris flow problem and the mitigation method will be presented

• 한국방재학회:학술대회논문집
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• 한국방재학회 2008년도 정기총회 및 학술발표대회
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• pp.707-710
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• 2008

Recently, a rivers' bridge that locate on among the mountains area is destroyed by debris accumulation and debris flow, because of frequent occurrence of typhoon and a localized torrential downpour. therefore a river make a part of dam's effect. Actually, this situation gives damages like inundation of a bridge upper stream area's. Generally, It the main cause of the occurrence route of the debris accumulation is that outbreaks of driftwood and debris flow because of landslide, that occurred by severe rain storm. Also, a lot of debris are occurred when big flood come up during long period at this time, this kind of debris accumulation remove to other place, in several, and specially, debris accumlation move to the place where the depth of water is deep and velocity is fast river center. According to these kind of fact, this research put in effect and analyze that movement characteristic's numerical simulations of debris accumulation at flood according to a domestic outside literature investigation, on-site monitoring survey and parameter scenario which comes out through the hydraulic modeling analysis.

• 한국콘텐츠학회:학술대회논문집
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• 한국콘텐츠학회 2016년도 춘계 종합학술대회 논문집
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• pp.241-242
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• 2016

Recent abnormal climate change induces localized heavy rainfall and extreme disasters such as debris flow near urban area. Thus many researches have been conducted to estimate and prevent, especially in focus of physical behavior of debris flow. Even though it is hardly to consider overall related parameters to estimate the extent and degree of directly or indirectly damages due to debris flow. Those analytic restraint would be caused by the diversity and complexity of regional topographic and hydrodynamic characteristics of debris flow inside. We have utilized the Bayesian method to compensate the uncertainty due to the complex characteristics of it after analyzing the numerical results from FLO-2D and field measurement data. Revised values by field measurements will enhance the numerical results and the missing parameters during numerical simulation will be supplemented with this methodology. As a final outcome in this study, the risk index of debris flow damage will be suggested to provide quantitative estimation in terms of hazard protection including the impact on buildings, especially in inner and outer of urban area.

• 지질공학
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• 제22권3호
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• pp.283-291
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• 2012

국내외적으로 산사태 예측을 위한 다양한 연구가 진행되고 있다. 특히 산사태의 일종인 토석류는 순간적으로 많은 피해를 야기하므로 이에 대한 연구는 방재차원에서 반드시 필요하다. 본 연구에서는 토석류의 흐름이 산지 지형을 따르는 지표수의 흐름과 일치하는 원리를 이용하여 산지 지형에 따른 수계 특성을 파악함으로써 토석류 발생 위험도를 파악하는데 그 목적이 있다. 이를 위해 산사태 및 토석류의 영향을 받는 도심 인근지를 대상으로 지형 특성 및 수계 특성을 분석하기 위해 수치지형도를 활용하여 경사도, 상부사면 기여면적, 습윤지수를 파악하였으며, 지형요소 분석에 의한 산지수계의 집중도를 예측함으로써 지형요소를 고려한 토석류의 위험도 예측이 가능하였다. 또한, 개별요소법을 이용한 토석류 수치해석을 수행하여 연구지역 내 토석류의 무게-충격력 사이의 상관관계식을 도출하였으며, 이를 활용하여 효과적인 토석류 방지구조물의 설치가 기대된다.

• Smart Structures and Systems
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• 제15권6호
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• pp.1583-1600
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• 2015

When natural disasters occur, including earthquakes, tsunamis, and debris flows, they are often accompanied by various types of damages such as the collapse of buildings, broken bridges and roads, and the destruction of natural scenery. Natural disaster detection and warning is an important issue which could help to reduce the incidence of serious damage to life and property as well as provide information for search and rescue afterwards. In this study, we propose a novel computer vision technique for debris flow detection which is feature-based that can be used to construct a debris flow event warning system. The landscape is composed of various elements, including trees, rocks, and buildings which are characterized by their features, shapes, positions, and colors. Unlike the traditional methods, our analysis relies on changes in the natural scenery which influence changes to the features. The "background module" and "monitoring module" procedures are designed and used to detect debris flows and construct an event warning system. The multi-criteria decision-making method used to construct an event warring system includes gradient information and the percentage of variation of the features. To prove the feasibility of the proposed method for detecting debris flows, some real cases of debris flows are analyzed. The natural environment is simulated and an event warning system is constructed to warn of debris flows. Debris flows are successfully detected using these two procedures, by analyzing the variation in the detected features and the matched feature. The feasibility of the event warning system is proven using the simulation method. Therefore, the feature based method is found to be useful for detecting debris flows and the event warning system is triggered when debris flows occur.

• 한국안전학회지
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• 제31권6호
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• pp.93-98
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• 2016

This study analyzed the inflow characteristics of debris flow according to shape of defensive structure and computed risk index. In order to simulate debris flow, two shapes of defensive structure were considered. Initial mass distribution was set with a rectangular shape and defensive structures were set semi-circular shape and rectangular shape, respectively. It was found that a defensive structure with semicircular shape was more vulnerable to debris impact compared with rectangular shape because the flow mass became concentrated in quadrant part of the inner circle. If the velocity of the debris flow was less than 1 m/s, the risk assessment by FII (Flood Intensity Index) was much appropriate. However, when the movement of debris runout was faster than 1 m/s, the risk index of FHR (Flood Hazard Rating) provided improved classification due to its subdivided hazardous range.