• Title/Summary/Keyword: debris flow hazard

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Development of a Prediction Technique for Debris Flow Susceptibility in the Seoraksan National Park, Korea (설악산 국립공원 지역 토석류 발생가능성 평가 기법의 개발)

  • Lee, Sung-Jae;Kim, Gil Won;Jeong, Won-Ok;Kang, Won-Seok;Lee, Eun-Jai
    • Journal of Korean Society of Forest Science
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    • v.110 no.1
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    • pp.64-71
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    • 2021
  • Recently, climate change has gradually accelerated the occurrence of landslides. Among the various effects caused by landslides,debris flow is recognized as particularly threatening because of its high speed and propagating distance. In this study, the impacts of various factors were analyzed using quantification theory(I) for the prediction of debris flow hazard soil volume in Seoraksan National Park, Korea. According to the range using the stepwise regression analysis, the order of impact factors was as follows: vertical slope (0.9676), cross slope (0.6876), altitude (0.2356), slope gradient (0.1590), and aspect (0.1364). The extent of the normalized score using the five-factor categories was 0 to 2.1864, with the median score being 1.0932. The prediction criteria for debris flow occurrence based on the normalized score were divided into four grades: class I, >1.6399; class II, 1.0932-1.6398; class III, 0.5466-1.0931; and class IV, <0.5465. Predictions of debris flow occurrence appeared to be relatively accurate (86.3%) for classes I and II. Therefore, the prediction criteria for debris flow will be useful for judging the dangerousness of slopes.

Flood Damage Estimation causing Backwater due to the Blockage by Debris in the Bridges (교량에 집적된 유송잡물의 배수영향에 의한 홍수피해 분석)

  • Kim, Soo-Jun;Chung, Jae-Hak;Lee, Jong-Seol;Kim, Ji-Tae
    • Journal of the Korean Society of Hazard Mitigation
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    • v.7 no.4
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    • pp.59-66
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    • 2007
  • The bridge crossing river is the one of the major factors causing backwater level rising. Furthermore, the bridges in the mountainous areas increase the flood damage in the upstream of the bridge due to the blockage by debris. In this research, the effects of debris to the magnitude of flood damage in the study river basin were simulated by using HEC-RAS and HEC-GeoRAS models. With assumption that the backwater caused by debris blocking the space between bridge piers is the only factor causing inundation, the unsteady flow simulation was carried out with various case studies. The potential inundation area with the overflow locations and volumes could be estimated as the results of simulation. However, the simulation results also reveal the limitations of inaccurate estimation of inundation area and depth. To overcome these hindrances, DEM and satellite images were applied to the simulation. By readjusting the inundation area using digital maps and satellite images and calibrating overflow volume and depth using DEM, the accuracy of simulation could be increased resulting more accurate flood damage estimation.

Cause and Measure of Road Structures for Localized Torrential Downpour (집중호우에 의한 도로시설물 피해 원인 및 대책)

  • Lee, Yong-Soon;Choi, Chang-Ho;Chung, Ha-Ik;Kwon, Ki-Hwan
    • 한국방재학회:학술대회논문집
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    • 2007.02a
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    • pp.458-461
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    • 2007
  • This paper describes the cause and measure of road structures failures in Kangwon area for year 2006 rain fall. Localized rainfall due to abnormal climate generates rock or dirt flows in upper stream and leads, the road structure failure located on mountains terrane. Main cause of such failures erosion, debris-flow, insufficient supply of culvert drainage system in ravine areas. It is needed to enhance the design methodology of road-drainage system and the remediation technology of rock and dirt flows

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A Comparison on the Identification of Landslide Hazard using Geomorphological Characteristics (지형특성을 활용한 산사태 위험도 판단을 위한 비교)

  • Cha, Areum
    • Journal of the Korean GEO-environmental Society
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    • v.15 no.6
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    • pp.67-73
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    • 2014
  • Landslide disasters including debris flows are the one of the most frequent natural disasters in Korea, and losses of lives and property damages due to these catastrophic events have been increased every year. Various mitigation programs and related policies have been conducted in order to respond and prepare landslide disasters. Most landslide reduction programs are, however, focused on recovery actions after the disasters and lead to unrealistic consequences to the affected people and their properties. The main objective of this study, therefore, is to evaluate the landslide hazard based on the identification of geomorphological features, which is for the preparedness of the landslide disasters. Two methodologies, SINMAP and vector dispersion analyses are used to simulate those characteristics where landslides are actually located. Results showed that both methods well discriminate geomorphic features between stable and unstable domains. This proves that geomorphological characteristics well describe a relationship with the existing landslide hazard. SINMAP analysis which is based on the consecutive model considering external factors like infiltration is well identify the landslide hazard especially for debris flow type landslides rather than vector dispersion focusing on a specific area. Combining with other methods focusing specific characteristics of geomorphological feature, accurate landslide hazard assessments are implemented.

Landslide Detection using Wireless Sensor Networks (사면방재를 위한 무선센서 네트워크 기술연구)

  • Kim, Hyung-Woo;Lee, Bum-Gyo
    • 한국방재학회:학술대회논문집
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    • 2008.02a
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    • pp.369-372
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    • 2008
  • Recently, landslides have frequently occurred on natural slopes during periods of intense rainfall. With a rapidly increasing population on or near steep terrain in Korea, landslides have become one of the most significant natural hazards. Thus, it is necessary to protect people from landslides and to minimize the damage of houses, roads and other facilities. To accomplish this goal, many landslide prediction methods have been developed in the world. In this study, a simple landslide prediction system that enables people to escape the endangered area is introduced. The system is focused to debris flows which happen frequently during periods of intense rainfall. The system is based on the wireless sensor network (WSN) that is composed of sensor nodes, gateway, and server system. Sensor nodes comprising a sensing part and a communication part are developed to detect ground movement. Sensing part is designed to measure inclination angle and acceleration accurately, and communication part is deployed with Bluetooth (IEEE 802.15.1) module to transmit the data to the gateway. To verify the feasibility of this landslide prediction system, a series of experimental studies was performed at a small-scale earth slope equipped with an artificial rainfall dropping device. It is found that sensing nodes installed at slope can detect the ground motion when the slope starts to move. It is expected that the landslide prediction system by wireless senor network can provide early warnings when landslides such as debris flow occurs.

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Analysis on the Characteristics of Geomorphological Features Affecting the Initial State of Landslides (초기 산사태 발생에 영향을 미치는 지형요소의 특성분석)

  • Cha, A-Reum;Kim, Tai-Hoon
    • Journal of the Korean Geotechnical Society
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    • v.30 no.6
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    • pp.61-68
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    • 2014
  • The main objective of this study is to evaluate the preliminary landslide hazard based on the identification of geomorphological features, which are believed to be critical values in the initial state of landslides. Two methods, SINMAP and Planarity analyses, are used to simulate those characteristics where landslides are actually located. Results showed that both methods well discriminate geomorphic features between stable and unstable domains in the landslide areas. SINMAP analysis which is the consecutive model considering external factors like infiltration identifies the landslide hazard especially for debris flow type landslides better than plararity analysis focusing on a specific area. This analysis combined with other methods dealing with specific characteristics of geomorphological feature, the accurate landslide hazard will be evaluated.

2-D Analysis of the Low Flow Variation Around the Bridge Pier (교각 주변의 저수류 (低水流) 흐름 변화에 대한 2차원 분석)

  • Yeon, In-Sung;Lee, Jai-Kyung;Yeon, Gyu-Bang
    • Journal of the Korean Society of Hazard Mitigation
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    • v.9 no.4
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    • pp.91-97
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    • 2009
  • The flow is changed by the structure which goes across the river. The structure with debris causes high water level and overflow. The changed flow, which caused by pier and stream characteristics like velocity and slope, was analysed by 2D model. After rainfall, the influences of increased discharge were evaluated. Velocity was simulated in the channel by SMS (Surface water Modeling System) using RMA2, and high velocity values were found in the steep and narrow reach. Highest velocity value around piers was showed in the middle of space between two piers. The increased discharge due to rainfall increases velocity and changes flow contour considerably.

Debris Flow Dam Positioning Improving by Numerical Analysis (수치해석을 통한 토석류사방댐 설치위치개선에 관한 연구)

  • Jang, Chang Deok;Jun, Kye Won;Jun, Byong Hee;Yeon, Gyu Bang
    • 한국방재학회:학술대회논문집
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    • 2011.02a
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    • pp.49-49
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    • 2011
  • 토석류(Debris flow)는 산지사면이나 계곡 등에서 진흙과 돌덩어리 등을 포함하는 토석 그 자체 또는 토석과 물의 일체가 유체의 상으로 흘러내리는 흐름을 말하는 것으로 발생을 예측하기가 곤란하며, 하류에 도로가 존재하거나 인근에 민가가 있을 시 막대한 피해를 가져오는 자연현상이다. 또한 산지계곡에서 발생하는 토석류는 발생장소와 시기가 서로 떨어져 있어 연구를 진행하는데 어려움이 있다. 국내에서는 토석류피해의 저감을 위한 방법으로 주로 토석류 대책 사방댐의 설치를 선택하고 있다. 하지만 사방댐의 설치위치는 현재까지 모호한 결정기준에 의지하고 있어 이에 대한 개선이 필요한 실정이다. 본 연구에서는 3차원 정밀좌표를 손쉽게 취득할 수 있는 삼차원 광대역 레이저 스캐너를 이용하여 토석류 발생 가능성이 높은 지역의 지형자료를 취득하고 토석류를 해석할 수 있는 1차원 수치모형을 이용하여 토석류 유출량을 예측하였다. 또한 사방댐의 설치위치결정에 대한 참고자료로 활용하기 위해 사방댐의 토석류피해 저감효과를 설치위치에 따라 분석하였다. 모형의 적용결과 토석류 발생 저감을 위해 설치한 사방시설의 위치에 따른 토석류 저감효과를 비교 확인할 수 있었다.

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Analysis of the potential landslide hazard after wildfire considering compound disaster effect (복합재해 영향을 고려한 산불 후 산사태 잠재적 피해 위험도 분석)

  • Lee, Jong-Ook;Lee, Dong-Kun;Song, Young-Il
    • Journal of the Korean Society of Environmental Restoration Technology
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    • v.22 no.1
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    • pp.33-45
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    • 2019
  • Compound disaster is the type that increases the impact affected by two or more hazard events, and attention to compound disaster and multi-hazards risk is growing due to potential damages which are difficult to predict. The objective of this study is to analyze the possible impacts of post-fire landslide scenario quantitatively by using TRIGRS (Transient Rainfall Infiltration and Grid-Based Regional Slope-Stability Analysis), a physics-based landslide model. In the case of wildfire, soil organic material and density are altered, and saturated hydraulic conductivity decrease because of soil exposed to high temperature. We have included the change of soil saturated hydraulic conductivity into the TRIGRS model through literature review. For a case study, we selected the area of $8km^2$ in Pyeongchang County. The landslide modeling process was calibrated before simulate the post-wildfire impact based on landslide inventory data to reduce uncertainty. As a result, the mean of the total factor of safety values in the case of landslide was 2.641 when rainfall duration is 1 hour with rainfall intensity of 100mm per day, while the mean value for the case of post-wildfire landslide was lower to 2.579, showing potential landslide occurrence areas appear more quickly in the compound disaster scenario. This study can be used to prevent potential losses caused by the compound disaster such as post-wildfire debris flow or landslides.

Application of Geomorphological Features for Establishing the Preliminary Landslide Hazard (초기 산사태 위험도 구축을 위한 지형요소의 활용)

  • Cha, A Reum;Kim, Tai Hoon;Gang, Seok Koo
    • Journal of Korean Society for Geospatial Information Science
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    • v.23 no.3
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    • pp.23-29
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    • 2015
  • Due to the characteristics of landslide disasters including debris flow, the rapid speed to downward and difficulty to respond or evacuate from them, it is imperative to identify their potential hazards and prepare the reduction plans. However, the current landslide hazards generated by a variety of methods has been raised its accuracy because of the complexity of input data and their analyses, and the simplification of the landslide model. The main objective of this study is, therefore, to evaluate the preliminary landslide hazard based on the identification of geomorphological features. Especially, two methodologies based on the statistics of the directional data, Vector dispersion and Planarity analyses, are used to find some relationships between geomorphological characteristics and the landslide hazard. Results show that both methods well discriminate geomorphological features between stable and unstable domains in the landslide areas. Geomorphological features are closely related to the landslide hazard and it is imperative to maximize their characteristics by adapting multiple models rather than individual model only. In conclusions, the mechanism of landslide is not determined solely by a simple cause but the complex natural phenomenon caused by the interactions of the numerous factors and it is of primary importance to require additional researches for the outbreaking mechanism that are based on various methodologies.