• Title/Summary/Keyword: 토석류 모델링

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FEM Numerical Formulation for Debris Flow (토석류 유동해석을 위한 유한요소 수식화)

  • Shin, Hosung
    • Journal of the Korean Geotechnical Society
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    • v.30 no.10
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    • pp.55-65
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    • 2014
  • Recent researches on debris flow is focused on understanding its movement mechanism and building a numerical simulator to predict its behavior. However, previous simulators emulating fluid-like debris flow have limitations in numerical stability, geometric modeling and application of various boundary conditions. In this study, depth integration is applied to continuity equation and force equilibrium for debris flow. Thickness of sediment, and average velocities in x and y flow direction are chosen for main variables in the analysis, which improve numerical stability in the area with zero thickness. Petrov-Galerkin formulation uses a discontinuous test function of the weighted matrix from DG scheme. Presented mechanical constitutive model combines fluid and granular behaviors for debris flow. Effects on slope angle, inducing debris height, and bottom friction resistance are investigated for a simple slope. Numerical results also show the effect of embankment at the bottom of the slope. Developed numerical simulator can assess various risk factors for the expected area of debris flow, and facilitate embankment design in order to minimize damage.

Terrain Data Construction and FLO-2D Modeling of the Debris-Flow Occurrences Area (토석류 발생지역 지형자료 구축 및 FLO-2D 모델링)

  • Oh, Chae-Yeon;Jun, Kye-Won
    • Journal of Korean Society of Disaster and Security
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    • v.12 no.4
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    • pp.53-61
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    • 2019
  • Occurrences of debris flow are a serious danger to roads and residential located in mountainous areas and cause a lot of property loss. In this study, two basins were selected and spatial data were constructed to simulate the occurred debris flow from mountainous areas. The first basin was to use the Terrestrial LiDAR to scan the debris flow occurrence section and to build terrain data. For the second basin, use drones the sediment in the basin was photographed and DSM (Digital surface model) was generated. And to analyze the effect of the occurrence of debris flow on downstream side, FLO-2D, two-dimensional commercial model, was used to simulate the flow region of the debris flow. And it was compared with the sedimentation area of terrestrial LiDAR and drone measurement data.

A Study on Transport the Hydrological Property of Debris Accumulation at Flood (홍수시 유송잡물 이동에 관한 수리학적 특성연구)

  • Oh, Chae-Yeon;Jun, Kye-Won
    • Proceedings of the Korea Water Resources Association Conference
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    • 2008.05a
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    • pp.1747-1752
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    • 2008
  • 강원도 산간지역에 위치한 소하천의 경우 유송잡물 및 토석류에 의하여 교량이 파괴되거나, 통수능이 작아져 댐의 역할을 하게 됨으로 인해 교량 상류지역이 침수피해를 입는 경우가 많이 발생하고 있으며 강원도 산간지역에 설치된 소규모 수공구조물들은 교량의 경우 교각이 많아 경간장이 짧고, 교량 상판이 제방고 보다 낮게 설치되어 있는 등 하천흐름에 장애를 주는 많은 요인들을 내재하고 있어 홍수시 하천유량의 증가에 따른 하천흐름 해석, 유송잡물의 발생원인 및 수공구조물에 미치는 영향들에 관한 판단기준 마련이 시급한 실정이다. 유송잡물의 발생경로는 대부분 산지계류에서 집중호우시 산사태발생에 따른 유목과 토석류 발생이 주원인이 된다. 또한 유송잡물은 큰 홍수시 고수위가 오랜 시간동안 지속될 경우 가장 많이 발생하는데 이때 발생한 유송잡물은 개별적으로 이송되고 일반적으로 하천의 중앙으로 이동하는 경향이 있으며 수심이 깊고 유속이 빠른 곳에 집중된다. 또한 유송잡물은 큰 홍수시 고수위가 오랜 시간동안 지속될 경우 가장 많이 발생하는데 이때 발생한 유송잡물은 개별적으로 이송되고 일반적으로 하천의 중앙으로 이동하는 경향이 있으며 수심이 깊고 유속이 빠른 곳에 집중된다. 본 연구에서는 홍수시 유송잡물 이동특성에 대한 국내 외 문헌조사, 현장피해사례조사 및 현장모니터링 조사를 실시하고 1차원 모형인 HEC-RAS와 2차원 모형인 RMA-2를 이용하여 수리모델링 분석에 따른 수치모의를 실시하고 분석하였다.

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3D numerical modeling of impact wave induced by landslide using a multiphase flow model (다상흐름 모형을 이용한 산사태 유발 수면충격파 3차원 수치모의)

  • Kim, Byungjoo;Paik, Joongcheol
    • Journal of Korea Water Resources Association
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    • v.54 no.11
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    • pp.943-953
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    • 2021
  • The propagation of impact wave induced by landslide and debris flow occurred on the slope of lake, reservoir and bays is a three-dimensional natural phenomenon associated with strong interaction of debris flow and water flow in complex geometrical environments. We carried out 3D numerical modeling of such impact wave in a bay using a multiphase turbulence flow model and a rheology model for non-Newtonian debris flow. Numerical results are compared with previous experimental result to evaluate the performance of present numerical approach. The results underscore that the reasonable predictions of both thickness and speed of debris flow head penetrating below the water surface are crucial to accurately reproduce the maximum peak height and free surface profiles of impact wave. Two predictions computed using different initial debris flow thicknesses become different from the instant when the peaks of impact waves fall due to the gravity. Numerical modeling using relatively thick initial debris flow thickness appears to well reproduce the water surface profile of impact wave propagating across the bay as well as wave run-up on the opposite slope. The results show that the maximum run-up height on the opposite slope is not sensitive to the initial thickness of debris flows of same total volume. Meanwhile, appropriate rheology model for debris flow consisting of inviscid particle only should be employed to more accurately reproduce the debris flow propagating along the channel bottom.

A Study on the Application of FLO-2D Model for Analysis of Debris Flow Damage Area (토석류 피해지역 분석을 위한 FLO-2D 모형의 적용에 관한 연구)

  • Jo, Hang-Il;Jun, Kye-Won
    • Journal of Korean Society of Disaster and Security
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    • v.15 no.2
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    • pp.37-44
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    • 2022
  • As the frequency of torrential rains and typhoons increases due to climate change, the frequency of occurrence of debris flow is also increasing. In particular, in the case of Kangwon-do, the occurrence of damage caused by mountain disasters is increasing as it has a topographical characteristic where the mountains and the coast are in contact. In order to analyze the flow characteristics in the sedimentary part of the debris flow, input data were constructed through numerical maps and field data, and a two-dimensional model, FLO-2D, was simulated. The damaged area was divided into the inflow part of the debris flow, the village center, and the vicinity of the port, and the flow center and flow velocity of the debris flow were simulated and compared with field survey data. As a result, the maximum flow depth was found to be 2.4 m at the debris flow inlet, 2.7 m at the center of the village, and 1.4 m at the port adjacent to the port so the results were similar when compared to the field survey. And in the case of the maximum flow velocity, it was calculated as 3.6 m/s at the debris flow inlet, 4.9 m/s in the center of the village and 1.2 m/s in the vicinity of the port, so It was confirmed that the maximum flow center occurred in the section where the maximum flow rate appeared.

The evaluation of Soil Erosion Risk of Urban Area based on Geospatial Information (공간정보를 활용한 도심지 토사유실 위험도 평가)

  • Lee, Geun-Sang
    • Journal of Cadastre & Land InformatiX
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    • v.45 no.2
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    • pp.57-70
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    • 2015
  • Recently, soil erosion have been thickening from heavy rainfall according to climate change. These soil erosion is main reason to cause landslide, the water quality, agricultural counterproductivity and so on. Therefore, it is important to find out the main source area to cause soil erosion using geospatial data including DEM, soil map and land cover those are very sensitive to soil erosion modeling. This study evaluated soil erosion using RUSLE model. Hyoja 4-Dong and Pyonghwa 2-Dong among Wansan-Gu showed high as 10,869 ton/yr and 10,477 ton/yr respectively and Ua 2-Dong of Deokjin-Gu showed high as 17,603 ton/yr in soil erosion. And Hyoja 1-Dong and Pyonghwa 1-Dong among Wansan-Gu showed high as $1,485.7ton/km^2$ and $1,297.0ton/km^2$ respectively and Inhu 3-Dong of Deokjin-Gu showed high as $2,557.7ton/km^2$ in unit soil erosion that was applied to the evaluation of soil erosion potential. It is anticipated that achievement of this study can apply to forecast and prepare the risk of soil erosion and debris flow in urban area.

Preliminary Hydrological Design for Sand Dam Installation at the Valley of Seosang-ri, Chuncheon (춘천 서상리 계곡부 샌드댐 설치를 위한 수문학적 예비 설계)

  • Chung, Il-Moon;Lee, Jeongwoo
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.39 no.6
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    • pp.725-733
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    • 2019
  • Sand dams are structures that can be used as auxiliary water resources in case of drought as sand accumulates due to barriers crossing valley rivers and valley water is stored in the voids, increasing the water level. This structure, which is mainly used in arid regions such as Africa, has not been installed in Korea. In Korea, there are only a few cases where water is taken from debris barriers that prevent debris flow. The purpose of this study is to evaluate the effect of water supply when the sand dam is installed downstream of the existing intake barrier in Seosang-ri valley, Chuncheon. For this purpose, modeling was performed by linking the basin hydrologic model and reservoir routing model. Changes in the water level, storage and discharge in the sand dam reservoir according to the size and intake of the sand dam are presented on a case-by-case basis. As a result of application, it was found that the water supply capacity due to the sand dam installation was improved at 95% reliability. Especially, when the size is L × B × Ho = 25 m × 15 m × 1 m and the pumping rates from intake barrier and sand dam are (Q1, Q2) = (30, 20), (35, 15) ㎥/day, the efficiency was the best for water supply of 50 ㎥/day.