• Title/Summary/Keyword: 토석류 특성

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Characteristics of Runout Distance of Debris Flows in Korea (한국 토석류의 이동거리 특성)

  • Choi, Dooyoung;Paik, Joongcheol
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.32 no.3B
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    • pp.193-201
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    • 2012
  • In the last decade, heavy rainfall induced debris flow events have been remarkably occurred in Korea. Consequently, debris flow is becoming one of the most dangerous natural phenomena in mountainous area. Understanding and correct predicting of the runout distance of debris flow is an essential prerequisite for developing debris flow hazard map and prevention technology. Based on the simple and widely used sled model, in this study, we analyse the net efficiency of debris flows which is a dimensionless constant (=1/R) and defined by the ratio of the horizontal runout distance L from the debris flow source to deposit and the vertical elevation H of the source above the deposit. The analysis of field data observed in total 238 debris flow events occurred from 2002 to 2011 reveals that the representative value of the net efficiency of debris flows in Korea is 4.3. The data observed in Gangwon province where is the most debris flow-prone area in Korea shows that debris flows in Inje area have the runout distance longer than those in Pyongchang and Gangneung. Overall features of the net efficiency of debris flows observed in the central Korea are similar to those in the southern Korea. The estimation based on aerial photographs and available depositional conditions appears to overestimate the net efficiency compared to estimation based on the field observations, which indicates that appropriate depositional conditions need to be developed for debris flows in Korea.

Debris Flow Mobility: A Comparison of Weathered Soils and Clay-rich Soils (풍화토와 점성토 위주의 토석류 거동과 유동특성)

  • Jeong, Sueng-Won
    • Journal of the Korean Geotechnical Society
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    • v.29 no.1
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    • pp.23-27
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    • 2013
  • The risks of debris flows caused by climate change have increased significantly around the world. Recently, landslide disaster prevention technology is more focused on the failure and post-failure dynamics to mitigate the hazards in flow-prone area. In particular, we should define the soil strength and flow characteristics to estimate the debris flow mobility in the mountainous regions in Korea. To do so, we selected known ancient landslides area: Inje, Pohang and Sangju debris flows. Firstly we measured physical and mechanical properties: liquidity index and undrained shear strength by fall cone penetrometer. From the test results, we found that there is a possible relationship between liquidity index and undrained shear strength, $C_{ur}=(1.2/I_L)^{3.3}$, in the selected areas, even though they were different in geological compositions. Assuming that the yield stress is equal to the undrained shear strength at the initiation of sliding, we examined the flow characteristics of weathered soils in Korea. When liquidity index is given as 1, 1.5 and 3.0, the debris flow motion of weathered soils is compared with that of mud-rich sediments, which are known as low-activity clays. At $I_L=1$, it seems that debris flow could reach approximately 250m after 5 minutes. As liquidity index increased from 1 to 3, the debris flow propagation of weathered soils is twice than that of low-activity clays. It may be due to the fact that soil masses mixed with the ambient water and then highly fragmented during flow, thereby leading to the high mobility. The results may help to predict the debris flow propagation and to develop disaster prevention technology at similar geological settings, especially for the weathered soils, in Korea.

A Study for Analysis of Damaged Area of Soils Using RAMMS (RAMMS를 이용한 토석류 피해지역 해석을 위한 연구)

  • Kim, Gi Jung;Jun, Kye Won;Kim, Young Hawn;Jang, Chang Duck
    • Proceedings of the Korea Water Resources Association Conference
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    • 2020.06a
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    • pp.147-147
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    • 2020
  • 2019년 10월 2일 ~ 3일 한반도에 상륙한 태풍 미탁으로 인해 사망 12명, 실종 3명, 부상 11명의 인명피해가 발생하였으며, 피해의 주된 원인은 토석류를 동반한 산사태로 나타났다. 특히 10월 10일 1차 특별재난지역으로 선포된 삼척시 원덕읍 갈남리 일대에는 산사태 발생 추정시간(10.2일 23:00)의 최대 시우량 110.5mm, 피해발생 양일 누적강우량(10.2.~10.3.) 417mm를 기록하였고 태풍과 집중호우에 따른 토석류가 갈남리 일대 유역에서 동시다발적으로 발생하여 하류부에 위치한 인근 지역에 관내 639세대, 1,167명의 이재민과 1,896백만원의 피해액이 발생하였다. 본 연구에서는 피해가 발생한 삼척시 갈남리 일대를 중심으로 경계조건 및 지형자료를 구축하기 위해 현장조사를 통하여 토석류의 시작지점, 계류의 폭 등 피해 발생 지점에 대한 조사를 실시하였다. 그리고 RAMMS 모델링을 이용하여 토석류의 유동특성인 유동심 및 유속을 분석하여 비교적 높은 유동심·유속이 확인되는 위치에 토석류 저감시설을 구축하였다. 이를 바탕으로 저감시설의 설치 위치에 변화를 주어 토석류의 확산면적, 이동거리 등 저감 된 유출량을 평가함으로 저감시설의 최적 위치 선정을 제시한다.

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The Study for Enhancing Resilience to Debris Flow at the Vulnerable Areas (토석류 재해발생 시 레질리언스 강화를 위한 연구)

  • Kim, Sungduk;Lee, Hojin;Chang, Hyungjoon;Dho, Hyonseung
    • Journal of the Korean GEO-environmental Society
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    • v.22 no.8
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    • pp.5-12
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    • 2021
  • Climate change caused by global warming increases the frequency of occurrence of super typhoons and causes various types of sediment disasters such as debris flows in the mountainous area. This study is to evaluate the behavior of debris flow according to the multiplier value of the precipitation characteristics and the quantity of debris flow according to the typhoon category. For the analysis of the debris flow, the finite difference method for time elapse was applied. The larger the typhoon category, the higher the peak value of the flow discharge of debris flow and the faster the arrival time. When the precipitation characteristic multiplier is large, the fluctuation amplitude is high and the bandwidth is wide. When the slope angle was steeper, water discharge increased by 2~2.5 times or more, and the fluctuation of the flow discharge of debris flow increased. All of the velocities of debris flow were included to the class of "Very rapid", and the distribution of the erosion or sedimentation velocity of debris flows showed that the magnitude of erosion increased from the beginning, large-scale erosion occurred, and flowed downstream. The results of this study will provide information for predicting debris flow disasters, structural countermeasures and establishing countermeasures for reinforcing resilience in vulnerable areas.

Experimental Investigation of Effects of Sediment Concentration and Bed Slope on Debris Flow Deposition in Culvert (횡단 배수로에서 토석류 퇴적에 대한 유사농도와 바닥경사 영향 실험연구)

  • Kim, Youngil;Paik, Joongcheol
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.31 no.5B
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    • pp.467-474
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    • 2011
  • Debris flow is one of the most hazardous natural processes in mountainous regions. The degradation of discharge capacity of drainage facilities due to debris flows may result in damages of properties and casualty as well as road. Understanding and accurate reproducing flow behaviour of debris flows at various conditions, such as sediment volume concentration and approaching channel and culvert slopes, are prerequisite to develop advanced design criteria for drainage facilities to prevent such damages. We carried out a series of laboratory experiments of debris flows in a rectangular channel of constant width with an abrupt change of bottom slope. The experimental flume consists of an approaching channel part with the bed slope ranging $15^{\circ}$ to $30^{\circ}$ and the test channel with slope ranging from $0^{\circ}$ to $12^{\circ}$ which mimics a typical drainage culvert. The experiments have been conducted for 22 test cases with various flow conditions of channel slopes and sediment volume concentration of debris flows to investigate those effects on the behaviour of debris flows. The results show that, according to sediment volume concentration, the depth of debris flow is approximately 50% to 150% larger than that of fresh water flow at the same flow rate. Experimental results quantitatively present that flow behaviour and deposit history of debris flows in the culvert depend on the slopes of the approaching and drainage channels and sediment volume concentration. Based on the experimental results, furthermore, a logistic model is developed to find the optimized culvert slope which prevents the debris flow from depositing in the culvert.

Analysis of Erosion in Debris Flow Experiment Using Terrestrial LiDAR (지상 LiDAR를 이용한 토석류 실험의 침식량 분석)

  • Won, Sangyeon;Lee, Seung Woo;Paik, Joongcheol;Yune, Chan-Young;Kim, Gihong
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.34 no.3
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    • pp.309-317
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    • 2016
  • Debris flows are rapidly flowing masses of water mixed with soil and gravel from landslides which are caused by typhoons or rainstorms. The combination of Korea’s mountain dominated topography (70%) and seasonal heavy rains and typhoons causes landslides and large-scale debris flows from June to August. These phenomena often cause property damage and casualties that amount up to 20% of total annual disaster fatalities. The key point to predicting debris flow is to understand its movement mechanism, erosion, and deposition. In order to achieve a more accurate estimation of debris flow path and damage, this study incorporates quantitative analysis of high resolution LiDAR DEM (GSD 10cm) to delineate geomorphic and topographic changes induced by Jinbu real scale debris flow test.

Development of a DEbris flow Loss Estimation Tool using Inventory and GIS (토석류 충격력과 인벤토리를 고려한 GIS 기반 토사재해 피해액 산정 모형 개발)

  • Kim, Byung Sik;Nam, Dong Ho
    • Proceedings of the Korea Water Resources Association Conference
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    • 2020.06a
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    • pp.105-105
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    • 2020
  • 전 세계적으로 기후변화에 따른 기온상승 및 강수량 증가, 호우일수 증가 등 이상기후로 인해 다양한 형태의 자연재해가 발생하고 있으며, 이로 인해 우리나라에서도 폭우, 풍랑, 가뭄, 대설 등으로 인한 자연재해 발생이 증가하고 있다. 특히 우리나라는 연평균 강수량 1,300mm의 대부분의 강우가 하절기인 6 ~ 9월에 태풍 및 집중호우를 동반하여 발생하기 때문에 연강수량의 60%이상이 여름철에 집중된다. 이러한 여름철에 집중된 강우로 인해 홍수 및 범람 피해가 여름철에 급증하고 있으며, 2차 피해인 산사태 및 토석류 피해 또한 급증하고 있는 추세이다. 토석류는 집중호우 시 자연산지의 취약한 사면이 붕괴되어 유출수와 함께 급경사의 계류로 붕괴된 토석이 유출되면서 토석류로 전이 및 발전하여 계류하부의 주택 및 농경지를 매몰하여 피해를 발생시킨다. 특히 토석류는 유출수와 함께 토석이 급경사의 계류를 따라 빠른 속도로 이동하고 퇴적 시작점에서 높이의 6배까지 이동하여 인명피해 등 큰 피해를 발생시키는 특성이 있다. 이러한 토석류 피해로 인한 피해와 손실을 최소화하기 위해서는 토석류 발생 시 피해 규모를 예측하여야하며, 또한 하부 구조물의 손실을 정량적으로 해석하여 방재정책의 우선순위를 수립하여야 한다. 따라서 본 논문에서는 강우로 인한 토석류 발생시 하부 구조물의 손실을 정량적으로 해석하기 위하여 토사재해 손실·손상함수를 개발하여, 함수를 탑재한 토사재해 피해액 산정모형인 DELET(DEbris flow Loss Estimation Tool) 모형을 개발하였다. DELET를 이용하여 실제 토석류 피해가 발생한 피해지역에 적용하여 토사재해 피해 구조물의 손실을 평가하였다.

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Case Study on the Hazard Susceptibility Prediction of Debris Flows using Surface Water Concentration Analysis and the Distinct Element Method (수계 집중도 분석 및 개별요소법을 이용한 토석류 위험도 예측 사례 연구)

  • Lee, Jong-Hyun;Kim, Seung-Hyun;Ryu, Sang-Hoon;Koo, Ho-Bon;Kim, Sung-Wook
    • The Journal of Engineering Geology
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    • v.22 no.3
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    • pp.283-291
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    • 2012
  • Various studies regarding the prediction of landslides are underway internationally. Research into disaster prevention with regard to debris flows is a particular focus of research because this type of landslide can cause enormous damage over a short period. The objective of this study is to determine the hazard susceptibility of debris flow via predictions of surface water concentrations based on the concept that a debris flow is similar to a surface water flow, as it is influenced by mountain topography. This study considered urban areas affected by large debris flows or landslides. Digital mapping (including the slope and upslope contributing areas) and the wetness index were used to determine the relevant topographic factors and the hydrology of the area. We determined the hazard susceptibility of debris flow by predicting the surface water concentration based on the topography of the surrounding mountainous terrain. Results obtained using the distinct element method were used to derive a correlation equation between the weight and the impact force of the debris flow. We consider that in using a correlation equation, this method could assist in the effective installation of debris-flow-prevention structures.

Examining Velocity Estimation Equations of Debris Flow Using Small-scaled Flume Experiments (소형 수로실험을 통한 토석류 유동속도 추정식 평가)

  • Eu, Song;Im, Sangjun
    • Journal of Korean Society of Forest Science
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    • v.106 no.4
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    • pp.424-430
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    • 2017
  • With its rapid velocity and wide deposition, debris flow is a natural disaster that causes loss of human life and destruction of facility. To design effective debris barriers, impact force of debris flow should be first considered. Debris flow velocity is one of the key features to estimate the impact force of debris flow. In this study, we conducted small-scale flume experiments to analyze flow characteristics of debris flow, and determine flow resistance coefficients with different slope gradients and sediment mixtures. Flow velocity significantly varied with flume slope and mixture type. Debris flow depth decreased as slope increased, but difference in depth between sediment mixtures was not significant. Among flow resistance coefficients, Chezy coefficient ($C_1$) showed not only relatively highest goodness of fit, but also constant value ($20.19m^{-1/2}\;s^{-1}$) regardless the scale of debris flow events. The overall results suggested that $C_1$ can be most appropriately used to estimate flow velocity, the key factor of assessing impact force, in wide range of debris flow scale.

Umyeon Mountain Debris Flow Movement Analysis Using Random Walk Model (Random Walk Model을 활용한 우면산 토석류 거동 분석)

  • Kim, Gihong;Won, Sangyeon;Mo, Sehwan
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.32 no.5
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    • pp.515-525
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    • 2014
  • Recently, because of increasing in downpour and typhoon, which are caused by climate changes, those sedimentation disasters, such as landslide and debris flow, have become frequent. Those sedimentation disasters take place in natural slope. In order to predict debris flow damage range within wide area, the response model is more appropriate than numerical analysis. However, to make a prediction using Random Walk Model, the regional parameters is needed to be decided, since the regional environments conditions are not always same. This random Walk Model is a probability model with easy calculation method, and simplified slope factor. The objective of this study is to calculate the optimal parameters of Random Walk Model for Umyeon mountain in Seoul, where the large debris flow has occurred in 2011. Debris flow initiation zones and sedimentation zones were extracted through field survey, aerial photograph and visual reading of debris flow before and after its occurrence via LiDAR DEM.