# Numerical Simulation of the Topographical Change in Korea Mountain Area by Intense Rainfall and Consequential Debris Flow

Authors: Byong-Hee Jun
Journal: Advances in Meteorology
 (2016)

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## Abstract

The objectives of this study are to simulate the topographical changes associated with rainfall and the consequential debris flow using terrestrial LiDAR (Light Detection And Ranging). Three rainfall events between July 9 and July 14, 2009, triggered a number of debris flows at Jecheon County in Korea. Rain fell at a rate of 64 mm/h, producing 400 mm of total accumulation during this period. Tank simulation model for SWI (Soil Water Index) estimated the water stored beneath the ground and debris flow occurrence in study area. For the LiDAR (Light Detection and Ranging) survey, the terrestrial laser scanning system RIEGL LMS-Z390i consists of an accurate and fast 3D scanner, associated RTK GPS system. The DEM derived from LiDAR enabled the debris flow to be mapped and analyzed in great detail. The estimated affected area and erosion/deposition volumes by debris flow were compared with two-dimensional numerical simulation. The simulation results were sufficiently in good agreement with the debris flow track, and a success rate of over 90% was achieved with a simulation time of 300 s. A comparison of the simulated and surveyed results based on deposition volume yields a success rate of over 97% with 350 s of simulation time.


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## Body

## 1. Introduction

Since the debris flows generally transport huge volumes of sediments in mountain torrents, it is important to understand the characteristics of erosion, transportation, and deposition of debris flows, especially mountainous areas. In a previous study, the peak discharge of the water and sediment mixture was reported to be an order of magnitude greater, and the density of the mixture can be two times greater than the density of water [1]. Moreover, the debris flow discharges are much higher than clean water discharges; thus, the hydrodynamic forces are increased [2]. Climatic factors are an important subject for a better understanding of hydrological response of landslide activity and are essential for developing landslide/debris flow warning systems. Intense rainstorms may directly trigger shallow landslides (<3 m deep), and an upper threshold for landslide initiation with rainfall intensity and rainfall duration was defined. The Indian Ocean monsoon produces seasonal precipitation in Korea [3], which causes landslides and debris flows. Recently, these events have resulted in notably higher damage [4]. In both Korea and all around Northeast Asia, the sediments in debris flows often cause catastrophic damage in local communities [5].Many researchers have proposed mathematical models of debris flow. A number of these models employ empirical formulas concerning run-out and deposition [6–9]. Other models focus on the physical and dynamic aspects of debris flows [10–14]. In recent studies, incorporating numerical simulations with GIS (Geographic Information System) enabled the evaluation of debris flow risk through the integrated simulation of triggering, propagation, and deposition [15, 16]. Takahashi [10] used Bagnold’s dilatants fluid hypothesis and proposed that the erosion/deposition rate is a function of sediment concentration and controlled by the excess concentration over the equilibrium concentration. These models incorporate the rheological properties, such as friction parameters, as input data, and back calculation is usually required for estimating these rheological properties.The observation of topographic changes with high-resolution imaging can help validate debris flow simulations. LiDAR (Light Detection and Ranging) is a remote sensing technology that collects three-dimensional point clouds of the surface. LiDAR data has already been used for studying landslide morphology and distribution [17–19], local relief [20, 21], channel bed morphology [22, 23], and headwater channel network analysis [24, 25], as well as for the hill slope-to-valley transition [26]. LiDAR data also enables the calculation of surface characteristics [27] and the extraction of geometry and identification of failure [28]. Various researchers have investigated the effect of DEM (Digital Elevation Model) resolution on landscape representation [29–31]. These data were combined with landslide observations and landslide models [32]. The benefits of laser scanning are the ability to quickly generate data of an object surface, easy leveling process, and fewer human errors [33].This study presents results from quantification of the volume and pattern of debris flow deposits using DEMs generated from GPS (Global Positioning System) measurement through the LiDAR survey. The objectives of this study are to identify the morphological changes associated with the debris flow and to determine the affected area and total volume of debris flow using high-resolution terrestrial LiDAR. The estimated results of the affected area and erosion/deposition volumes by debris flow were compared with the numerical simulation results.


## 2. Methods

### 2.1. Study Area

Due to an intensive rainfall from 9 to 14 July 2009 in Jecheon County, a large number of debris flows occurred around the mountainous area. The study examined one of these debris flow occurrences areas in Jecheon County, which is located at 37°07′N latitude and 128°04′E longitude. Figure1 shows the location and morphology of study area and also shows channelized debris flow. The damage from these debris flows was large; they destroyed 2 houses on the apex and 6 houses at the alluvial fan and damaged several vinyl greenhouses and all of the fields around the channels. The morphologies of the basin and channel in this study are listed in Table 1. The area of catchment is approximately 1.22 km2, rising from 275 m to 680 m, with water flowing NW.Table 1
Topographic parameters in study area.
Parameters (unit)
Value
Basin area (km2)
1.22
Basin maximum elevation (m, a.s.l.)
680
Basin minimum elevation (m, a.s.l.)
275
Basin mean elevation (m, a.s.l.)
464
Basin mean slope (degree)
22.0
Channel length (m)
2,030
Channel slope (degree)
7.8
Debris flow area slope (degree)
11.9Figure 1
The location of study area (a) and debris flow occurring in basin (b).
(a)
(b)Figure2 shows an aerial photograph of the study area and a terrestrial photograph of areas with erosion or deposition. The white circles (A), (B), and (C) represent the area of the subsequent photograph. The rectangular transparent gray zone represents the LiDAR scanning area for this study, which is also applied to the mathematical simulation.Figure 2
The aerial photograph in study area and terrestrial photograph showing flooding area.Figure3 shows the rainfall events at Baekun weather station near the study area from 7 to 16 July 2009. In Jecheon County, six weather stations were operated, and, among them, the Baekun weather station was closest to the study area. The rainfall data indicates that high intensive and sequential rainfall occurred between July 9 and July 14, totaling 455.5 mm. Rainfall intensity increased on July 14 to the maximum rainfall intensity of 64 mm/h and 201 mm/d at Baekun weather station and debris flow occurred at 21:00 on July 14.Figure 3
Rainfall at Baekun weather station on 7–16 July 2009.High water content is necessary for soil saturation, and it was reported that most debris flows occurred during or after heavy and sustained rainfalls [34]. Antecedent moisture also plays an important role in the saturation of soils, and it rises with groundwater level and soil moisture [35, 36]. The SWI (Soil Water Index) has been used as a variable in landslide and debris flow warning systems [37]. SWI estimates the water stored beneath the ground and landslide disaster occurrence by comparing current and past SWI values. Tank simulation models for SWI evaluation are semiphysical models that generalize the geometrical, spatial, and material conditions. Due to the simplicity, a tank model can be used for long time periods and GIS applications [38]. This model also shows how long it takes for rain to become groundwater. We verified the SWI in this study area and investigated the applicability of a tank model. In this study, SWI was defined to be the total storage thickness of the three tanks.Figure4 shows the part of temporal variation from 1 to 31 July 2009 in the study area. Three major rainfall events occurred within six days and the sequence of debris flow events in the study area started on 14 July 2009 during the third rainfall peak, which had a maximum rainfall intensity of 64 mm/h and 201 mm/d. The temporal variations of SWI represent the possibility of prediction tools for landslide occurrence. The antecedent rainfall seemed to have a strong effect on triggering debris flows in this study area.Figure 4
Temporal variation in Soil Water Index from 1 to 31 July 2009 in Jecheon area.


### 2.2. LiDAR Scanning

For the LiDAR survey, the terrestrial laser scanning system RIEGL LMS-Z390i consists of a highly accurate and fast 3D scanner using TOF (time of flight) method, associated RTK GPS system, and high-resolution digital camera. The TOF method calculates the time taken by the light pulse and findsx, y, and z coordinates and the distance from the source to the object. TOF scanner used in this study has the ability to measure 11,000 points every second. The point cloud contains information including x, y, and z coordinates.The LiDAR provides high-resolution DEMs that provide better land surface representation. In debris flow studies, LiDAR is often used in conjunction with other datasets such as DEMs derived from photogrammetry to compare with LiDAR topography. To gather and compare the digital information available for the study area, we used ArcGIS tools, which enabled volume calculations.


### 2.3. Numerical Model

A mathematical model is applied to simulate the debris flow in study area. The fundamental theory of the numerical model is based on mass and momentum conservation with a shallow-water assumption and storm-induced debris flow often moves as a continuous fluid until stoppage [39]. To estimate the debris flow, this study adopted Takahashi model [10], which treats a debris flow as a steady fully developed laminar flow and assumes that the flow is dilatants fluid and governed by Navier-Stokes and continuity equations. The model fluid is considered a solid-liquid mixture of sediments and interstitial fluid. Assuming that the solids and the interstitial fluid move downstream with the same velocity, the flow of the mixture is described using a two-dimensional depth averaged model with a 2D momentum equation and two mass balance equations for the mixture and the sediments. Differential equations are integrated with an upwind explicit finite-difference scheme. By introducing shear stresses at the flow surface, the depth-wise averaged two-dimensional momentum equations of debris flow for x (down valley) and y (lateral) directions are described as follows:(1)∂M∂t+β∂uM∂x+β∂vM∂y=ghsin⁡θbx0-ghcos⁡θbx0∂zb+h∂x-τbxρT,∂N∂t+β∂uN∂x+β∂vN∂y=ghsin⁡θby0-ghcos⁡θby0∂zb+h∂y-τbyρT,where M (=uh) and N (=vh) are the flow discharge per unit width in x and y directions, t is time, u and v are the velocity components in x and y directions, β is momentum correction factor equal to 1.25 for a stony debris flow, g is gravitational acceleration, h is flow depth, θbx0 and θby0 are x and y components of the slope of the original bed surface, zb is erosion or deposition thickness of the bed measured from the original bed surface elevation, τbx and τby are the bottom shear stresses in x and y directions, and ρT is the mixture density.The continuity equation of the total volume is(2)∂h∂t+∂M∂x+∂N∂y=ib,where ib is the erosion (≥0) or deposition (<0) velocity.The continuity equation of the coarse particle fraction that is sustained in the flow by the action of particle encounters is(3)∂Ch∂t+∂CM∂x+∂CN∂y=ibC∗,where C is the volumetric sediment concentration in the flow and C∗ is the volumetric sediment concentration in the original bed. The erosion or deposition thickness to calculate the bed surface elevation is given by(4)∂zb∂t+ib=0.The change of the debris flow density can be modeled through the mass balance of both phases (solid and liquid) and the definition of the erosion/deposition rate as a function of the sediments concentration. The debris flow can be numerically simulated by two-dimensional governing equations composed of the momentum conservation equation for the mixture of solid and liquid, the mass conservation equations for the liquid phase and solid phase, respectively, and the equation for bed height change. Since the resistance term involves the momentum conservation equations, the different constitutive equations for fully developed stony debris flow and immature debris flow and turbulent flow should be contained in the momentum conservation equation. The bottom resistance for a two-dimensional flow is described as follows.For a fully developed stony debris flow (C>0.4C∗),(5)τbx=uu2+v2τyx+ρfbuu2+v2,τby=vu2+v2τyy+ρfbvu2+v2,in which τyx and τyy are the yield stresses in x and y directions, which can be expressed using constitutive equations of Takahashi et al. [40].For an immature debris flow (0.02≤C≤0.4C∗),(6)τbx=ρT0.49dmh2uu2+v2,τby=ρT0.49dmh2vu2+v2.For a turbulent flow (C<0.02),(7)τbx=ρgn2uu2+v2h1/3,τby=ρgn2vu2+v2h1/3.Since the volume of debris flow traveling downstream will increase with the bed erosion or decrease with deposition, the erosion and deposition velocity equations should be contained in the mass conservation equations. The erosion and deposition velocity equations for two-dimensional debris flow model are given by Takahashi et al. [40].Erosion velocity equation is(8)ib=δeC∞-CC∗-C∞u2+v2hdm,where δe is erosion coefficient and C∞ is the equilibrium concentration.Deposition velocity equation for a fully developed stony debris flow is(9)ib=δd1-u2+v2pUeC∞-CC∗u2+v2,where δd is deposition coefficient, p (=2/3) is numerical constant, and Ue is the equilibrium velocity at which neither erosion nor deposition takes place as follows:(10)Ue=25dmgsin⁡θeaisin⁡αiC+1-Cρmσ1/2C∗C1/3-1h3/2,where θe is channel slope in which sediment concentration is in equilibrium, which can be obtained as follows:(11)tan⁡θe=Cσ-ρmtan⁡ϕCσ-ρm+ρm.For the cases of an immature debris flow and a turbulent flow, the respective deposition equation is expressed as(12)ib=δdC∞-CC∗u2+v2.The input values and unit of the parameters for simulations are listed in Table 2.Table 2
Summary of values used in simulations.
Parameters (unit)
Value
Solid density (kg/m3)
2.65
Fluid density (kg/m3)
1
Volumetric sediment concentration in bed
0.65
Mean diameter of sediment particle (m)
0.03
Gravity acceleration (m/s2)
9.8
Erosion coefficient
0.0007
Deposition coefficient
0.05
Tangent of internal friction angle of sediment
0.7
Manning coefficient
0.04
Time interval (s)
0.02
Mesh size (m)
5Taking into consideration a previous study by Salciarini et al. [41], the soil depth was assumed to be 3 m, based on the results from terrestrial LiDAR survey. A simulation time interval of 0.01 s was used for the simulation of debris flow.


## 2.1. Study Area

Due to an intensive rainfall from 9 to 14 July 2009 in Jecheon County, a large number of debris flows occurred around the mountainous area. The study examined one of these debris flow occurrences areas in Jecheon County, which is located at 37°07′N latitude and 128°04′E longitude. Figure1 shows the location and morphology of study area and also shows channelized debris flow. The damage from these debris flows was large; they destroyed 2 houses on the apex and 6 houses at the alluvial fan and damaged several vinyl greenhouses and all of the fields around the channels. The morphologies of the basin and channel in this study are listed in Table 1. The area of catchment is approximately 1.22 km2, rising from 275 m to 680 m, with water flowing NW.Table 1
Topographic parameters in study area.
Parameters (unit)
Value
Basin area (km2)
1.22
Basin maximum elevation (m, a.s.l.)
680
Basin minimum elevation (m, a.s.l.)
275
Basin mean elevation (m, a.s.l.)
464
Basin mean slope (degree)
22.0
Channel length (m)
2,030
Channel slope (degree)
7.8
Debris flow area slope (degree)
11.9Figure 1
The location of study area (a) and debris flow occurring in basin (b).
(a)
(b)Figure2 shows an aerial photograph of the study area and a terrestrial photograph of areas with erosion or deposition. The white circles (A), (B), and (C) represent the area of the subsequent photograph. The rectangular transparent gray zone represents the LiDAR scanning area for this study, which is also applied to the mathematical simulation.Figure 2
The aerial photograph in study area and terrestrial photograph showing flooding area.Figure3 shows the rainfall events at Baekun weather station near the study area from 7 to 16 July 2009. In Jecheon County, six weather stations were operated, and, among them, the Baekun weather station was closest to the study area. The rainfall data indicates that high intensive and sequential rainfall occurred between July 9 and July 14, totaling 455.5 mm. Rainfall intensity increased on July 14 to the maximum rainfall intensity of 64 mm/h and 201 mm/d at Baekun weather station and debris flow occurred at 21:00 on July 14.Figure 3
Rainfall at Baekun weather station on 7–16 July 2009.High water content is necessary for soil saturation, and it was reported that most debris flows occurred during or after heavy and sustained rainfalls [34]. Antecedent moisture also plays an important role in the saturation of soils, and it rises with groundwater level and soil moisture [35, 36]. The SWI (Soil Water Index) has been used as a variable in landslide and debris flow warning systems [37]. SWI estimates the water stored beneath the ground and landslide disaster occurrence by comparing current and past SWI values. Tank simulation models for SWI evaluation are semiphysical models that generalize the geometrical, spatial, and material conditions. Due to the simplicity, a tank model can be used for long time periods and GIS applications [38]. This model also shows how long it takes for rain to become groundwater. We verified the SWI in this study area and investigated the applicability of a tank model. In this study, SWI was defined to be the total storage thickness of the three tanks.Figure4 shows the part of temporal variation from 1 to 31 July 2009 in the study area. Three major rainfall events occurred within six days and the sequence of debris flow events in the study area started on 14 July 2009 during the third rainfall peak, which had a maximum rainfall intensity of 64 mm/h and 201 mm/d. The temporal variations of SWI represent the possibility of prediction tools for landslide occurrence. The antecedent rainfall seemed to have a strong effect on triggering debris flows in this study area.Figure 4
Temporal variation in Soil Water Index from 1 to 31 July 2009 in Jecheon area.


## 2.2. LiDAR Scanning

For the LiDAR survey, the terrestrial laser scanning system RIEGL LMS-Z390i consists of a highly accurate and fast 3D scanner using TOF (time of flight) method, associated RTK GPS system, and high-resolution digital camera. The TOF method calculates the time taken by the light pulse and findsx, y, and z coordinates and the distance from the source to the object. TOF scanner used in this study has the ability to measure 11,000 points every second. The point cloud contains information including x, y, and z coordinates.The LiDAR provides high-resolution DEMs that provide better land surface representation. In debris flow studies, LiDAR is often used in conjunction with other datasets such as DEMs derived from photogrammetry to compare with LiDAR topography. To gather and compare the digital information available for the study area, we used ArcGIS tools, which enabled volume calculations.


## 2.3. Numerical Model

A mathematical model is applied to simulate the debris flow in study area. The fundamental theory of the numerical model is based on mass and momentum conservation with a shallow-water assumption and storm-induced debris flow often moves as a continuous fluid until stoppage [39]. To estimate the debris flow, this study adopted Takahashi model [10], which treats a debris flow as a steady fully developed laminar flow and assumes that the flow is dilatants fluid and governed by Navier-Stokes and continuity equations. The model fluid is considered a solid-liquid mixture of sediments and interstitial fluid. Assuming that the solids and the interstitial fluid move downstream with the same velocity, the flow of the mixture is described using a two-dimensional depth averaged model with a 2D momentum equation and two mass balance equations for the mixture and the sediments. Differential equations are integrated with an upwind explicit finite-difference scheme. By introducing shear stresses at the flow surface, the depth-wise averaged two-dimensional momentum equations of debris flow for x (down valley) and y (lateral) directions are described as follows:(1)∂M∂t+β∂uM∂x+β∂vM∂y=ghsin⁡θbx0-ghcos⁡θbx0∂zb+h∂x-τbxρT,∂N∂t+β∂uN∂x+β∂vN∂y=ghsin⁡θby0-ghcos⁡θby0∂zb+h∂y-τbyρT,where M (=uh) and N (=vh) are the flow discharge per unit width in x and y directions, t is time, u and v are the velocity components in x and y directions, β is momentum correction factor equal to 1.25 for a stony debris flow, g is gravitational acceleration, h is flow depth, θbx0 and θby0 are x and y components of the slope of the original bed surface, zb is erosion or deposition thickness of the bed measured from the original bed surface elevation, τbx and τby are the bottom shear stresses in x and y directions, and ρT is the mixture density.The continuity equation of the total volume is(2)∂h∂t+∂M∂x+∂N∂y=ib,where ib is the erosion (≥0) or deposition (<0) velocity.The continuity equation of the coarse particle fraction that is sustained in the flow by the action of particle encounters is(3)∂Ch∂t+∂CM∂x+∂CN∂y=ibC∗,where C is the volumetric sediment concentration in the flow and C∗ is the volumetric sediment concentration in the original bed. The erosion or deposition thickness to calculate the bed surface elevation is given by(4)∂zb∂t+ib=0.The change of the debris flow density can be modeled through the mass balance of both phases (solid and liquid) and the definition of the erosion/deposition rate as a function of the sediments concentration. The debris flow can be numerically simulated by two-dimensional governing equations composed of the momentum conservation equation for the mixture of solid and liquid, the mass conservation equations for the liquid phase and solid phase, respectively, and the equation for bed height change. Since the resistance term involves the momentum conservation equations, the different constitutive equations for fully developed stony debris flow and immature debris flow and turbulent flow should be contained in the momentum conservation equation. The bottom resistance for a two-dimensional flow is described as follows.For a fully developed stony debris flow (C>0.4C∗),(5)τbx=uu2+v2τyx+ρfbuu2+v2,τby=vu2+v2τyy+ρfbvu2+v2,in which τyx and τyy are the yield stresses in x and y directions, which can be expressed using constitutive equations of Takahashi et al. [40].For an immature debris flow (0.02≤C≤0.4C∗),(6)τbx=ρT0.49dmh2uu2+v2,τby=ρT0.49dmh2vu2+v2.For a turbulent flow (C<0.02),(7)τbx=ρgn2uu2+v2h1/3,τby=ρgn2vu2+v2h1/3.Since the volume of debris flow traveling downstream will increase with the bed erosion or decrease with deposition, the erosion and deposition velocity equations should be contained in the mass conservation equations. The erosion and deposition velocity equations for two-dimensional debris flow model are given by Takahashi et al. [40].Erosion velocity equation is(8)ib=δeC∞-CC∗-C∞u2+v2hdm,where δe is erosion coefficient and C∞ is the equilibrium concentration.Deposition velocity equation for a fully developed stony debris flow is(9)ib=δd1-u2+v2pUeC∞-CC∗u2+v2,where δd is deposition coefficient, p (=2/3) is numerical constant, and Ue is the equilibrium velocity at which neither erosion nor deposition takes place as follows:(10)Ue=25dmgsin⁡θeaisin⁡αiC+1-Cρmσ1/2C∗C1/3-1h3/2,where θe is channel slope in which sediment concentration is in equilibrium, which can be obtained as follows:(11)tan⁡θe=Cσ-ρmtan⁡ϕCσ-ρm+ρm.For the cases of an immature debris flow and a turbulent flow, the respective deposition equation is expressed as(12)ib=δdC∞-CC∗u2+v2.The input values and unit of the parameters for simulations are listed in Table 2.Table 2
Summary of values used in simulations.
Parameters (unit)
Value
Solid density (kg/m3)
2.65
Fluid density (kg/m3)
1
Volumetric sediment concentration in bed
0.65
Mean diameter of sediment particle (m)
0.03
Gravity acceleration (m/s2)
9.8
Erosion coefficient
0.0007
Deposition coefficient
0.05
Tangent of internal friction angle of sediment
0.7
Manning coefficient
0.04
Time interval (s)
0.02
Mesh size (m)
5Taking into consideration a previous study by Salciarini et al. [41], the soil depth was assumed to be 3 m, based on the results from terrestrial LiDAR survey. A simulation time interval of 0.01 s was used for the simulation of debris flow.


## 3. Result and Discussion

### 3.1. LiDAR Scanning

Figure5 shows the DEM manipulation and the main LiDAR processing steps in a flow chart. For the DEM generation before the debris flow, we used a digital map that was provided by Korea Geography Information Institute because there was no available LiDAR data around study area. The digital map with 1 : 5000 scale was constructed in 2007, and the DEM before the occurrence was generated with the grid cell of 5 m × 5 m spatial resolution.Figure 5
Main LiDAR processing steps in this study.The first step in LiDAR survey involves the RTK GPS (Global Position System) receiver setup. The LiDAR survey produces quantification of the volume and pattern of debris flow deposits using DEM generated from GPS and LiDAR data [42]. Synchronization of GPS and LiDAR was obtained using the starting point as a reference for the survey processes. The GPS and LiDAR sensor were both connected to a computer for the data management and storage. The LiDAR scanning integrated the georeferenced cloud points. The study area required scanning from 21 locations to capture debris flow track geometry and these 21 locations were combined to one dataset. Due to the presence of vegetation and houses, mask and filtering was performed.Next, a triangulated irregular network (TIN) was constructed for the point cloud. Finally, a raster DEM was generated with 5 m × 5 m spatial resolution. The DEM generation was performed using the universal Kriging interpolation method. Using these two DEMs, further raster calculations were performed by ArcGIS. A number of results can be derived from the raw data, including morphology, geometry, and cross-sectional profiles.Figure6 shows the capture of whole cloud points combined by the RiSCAN PRO program, which is the companion software for RIGLE terrestrial 3D laser scanner system along the debris flow track. The study area consisted of 21 scanning points to capture whole debris flow track. Initial raw data consisting of more than 350,000 points required postprocessing before DEM generation. The first step in postprocessing involves the elimination of points identified as beyond the nominal ground surface. Next, the objects except the surface of the earth should be removed from the original data by filtering. The points returned from forest around the debris flow track are identified and removed using visual inspection of the 3D data. Figure 6(A) shows a magnified part (white circle) of original scanning point cloud data including some woods and artificial structures and Figure 6(B) shows the filtered point cloud data at the same area with (A).Figure 6
The capture of combined cloud points: original LiDAR range image subjected to debris flow (A) and cutting result of forest canopies and artificial structures (B).Figure7 shows the topographic map before (a) or after (b) debris flow. The left upper corner of the figure shows the area upstream of the debris flow track. Figure 7(b) shows the high-resolution DEM as a result of overlapping the digital map and 3D point cloud data. Figure 7(b) also shows obvious erosion scars in the upstream region and detailed topography features all over debris flow track. It is shown that the debris flow track tends to reach a configuration of dynamic equilibrium in the downstream zone, while in the upstream zone the erosion is dominant.Figure 7
Topographic map before (a) and after (b) debris flow.
(a)
(b)Through the raster calculation of results in Figure7, we can calculate erosion and deposition. Figure 8 shows the evaluated values of erosion and deposition depth. The blue and brown areas represent erosion and deposition areas, respectively. Whereas deep erosion was shown at the upstream region, the erosion became smaller and the deposition more broad downstream. Figure 8 also represents the affected area of the debris flow track. Furthermore, the volume changes by the debris flow event could be estimated based on a comparison between the eroded or deposited surface area and its heights. Next, the total volume and area of erosion and of deposition were calculated by summing the negative and positive pixels, respectively. According to this comparison, the erosion volume was approximately 32,847 m3 and the deposition volume was approximately 22,889 m3, respectively. As a consequence, it was thought that discharged sediment volume was 9,958 m3. Generally, a debris volume could increase during the landslide event, as a consequence of the deposition during the landslide [18]. However, the deposition volume was estimated to be less than that of erosion. The underestimated deposition volume can be assumed to be discharge volume into the reservoir located downstream of the study area.Figure 8
The evaluated values of erosion and deposition depth.The debris flow volumes and discharges can be much greater than clean water due to rainfall. The density of the mixture is two times greater than that of the liquid flow. In consequence, the hydrodynamic forces acting on the structure are increased. Therefore, the debris flow volumes should be considered to design hydraulic structures such as dams and bridges. With the classification of Jakob [2], the flow was rated as size class 4, which could destroy parts of village and destroy sections of infrastructure corridors and bridges.


### 3.2. Topographical Change Simulation

A debris flow model is used to simulate the transport and deposition of failed materials from the identified source areas. In absence of any recorded discharge amount on the upper part of triggering point, a rectangular discharge hydrograph with flow of 20 m3/s was assumed. The computational domain was discrete with 108 × 48 square cells with a size of 5 m. A DEM was obtained from a 1 : 5000 digital map and was not refined anywhere. Figure 9 shows the morphological variations evaluated between the initial condition and the temporal progression of the simulated debris flows. The solid line represents the affected area results from the LiDAR survey as shown in Figure 8.Figure 9
The temporal progression of the simulated debris flows.In Takahashi model, if debris flow contains lower solid concentration than the equilibrium concentration, the bed would be eroded, and if the solid concentration is higher than the equilibrium value, solid would be deposited. This method was applied to cases of laboratory experiment [43] and various field researches [4]. Comparing with stochastic method such as random walk model deciding the flow direction by the probability proportional to the flow velocities calculated from the elevation differences between the adjacent grid points, demerit of random walk model is that the deposition proceeds with one-dimensional motion despite the complex topology [44]. This study uses horizontally two-dimensional momentum conservation and mass conservation equations representing the two-dimensional flow.It reveals that the simulation results are sufficiently good excluding the northern part of the domain where the model simulates wide spreading of the wave in the upper stream. This broad deposition did not occur in the real world event. Debris flow moves with the mean velocity of 3.5 m/s along a path with the average slope of 11.9°.To validate the model performance, we extracted the affected area with a terrestrial LiDAR survey and compared the affected area with the results of debris flow simulation. Figure10 shows the details of the model performance in predicting the affected areas.Figure 10
Variation of discordance area and the success rate.For the evaluation of success rate, the proportions of successfully predicted affected areas (As) were calculated:(13)As=NpNt×100%,where Nt is the total cell number of surveyed affected areas and Np is the correctly simulated cell number within the affected areas. In Figure 9, the solid line represents the terrestrial LiDAR surveyed affected areas and corresponds to Nt. The differences between the solid line area and colored area by the simulation time represent the discordances with the surveyed area and the simulated results. A high success rate over 90% was achieved with a simulation time of 300 s.Moreover, because the terrestrial LiDAR survey results have depth information, we could validate simulated erosion/deposition volume change along within the affected area. The depth of sediment deposition before and after debris flow can be used to estimate the model performance [45]. The second validation defined the prediction accuracy by calculating the ratio of the simulated erosion/deposition volume and surveyed erosion/deposition volume, respectively.Figure11 shows the simulated erosion/deposition volume and the success rate. In this study, deposition volumes were lower than erosion volumes. For the success rate evaluation of the erosion/deposition volume, the proportions of predicted erosion/deposition volume and measured erosion/deposition volume by the LiDAR survey (Vs) were calculated:(14)Vs=VsimulatedVmeasured×100%,where Vmeasured is the LiDAR surveyed erosion/deposition volume as shown in Figure 8 and Vsimulated is the simulated erosion/deposition volume. A comparison of the simulated and survey results, based on the deposition volume, yields a success rate of over 97% at 350 s simulation time. The erosion volume success rate reaches the highest value at 500 s simulation time. It was thought that this delayed result is probably due to the soil depth limitation in the model assumptions.Figure 11
Variation of erosion/deposition volume and its success rate.The results reproduced both the zone affected by the debris flow and the spatial distribution of sediments with reasonable accuracy for most of the domain. The model test and validation results confirm the usefulness of the model in calculating the number and size of affected areas, run-out path, and volume of run-out deposits.These results suggest some important considerations for technicians dealing with the protection of the mountain areas from intense rainfall. This debris flow model can be applied to design and construct the hydraulic structures like dams and bridges with the consideration of hydraulic forces. The hydraulic structures have been designed referring to the peak discharge and the volume was regarded to be of minor importance. However, the numerical model can show the propagation and the stoppage of the debris flow by the hydraulic structure. The simulation and validation results confirm the usefulness of the model for creating hazard maps and reducing debris flow risk.


## 3.1. LiDAR Scanning

Figure5 shows the DEM manipulation and the main LiDAR processing steps in a flow chart. For the DEM generation before the debris flow, we used a digital map that was provided by Korea Geography Information Institute because there was no available LiDAR data around study area. The digital map with 1 : 5000 scale was constructed in 2007, and the DEM before the occurrence was generated with the grid cell of 5 m × 5 m spatial resolution.Figure 5
Main LiDAR processing steps in this study.The first step in LiDAR survey involves the RTK GPS (Global Position System) receiver setup. The LiDAR survey produces quantification of the volume and pattern of debris flow deposits using DEM generated from GPS and LiDAR data [42]. Synchronization of GPS and LiDAR was obtained using the starting point as a reference for the survey processes. The GPS and LiDAR sensor were both connected to a computer for the data management and storage. The LiDAR scanning integrated the georeferenced cloud points. The study area required scanning from 21 locations to capture debris flow track geometry and these 21 locations were combined to one dataset. Due to the presence of vegetation and houses, mask and filtering was performed.Next, a triangulated irregular network (TIN) was constructed for the point cloud. Finally, a raster DEM was generated with 5 m × 5 m spatial resolution. The DEM generation was performed using the universal Kriging interpolation method. Using these two DEMs, further raster calculations were performed by ArcGIS. A number of results can be derived from the raw data, including morphology, geometry, and cross-sectional profiles.Figure6 shows the capture of whole cloud points combined by the RiSCAN PRO program, which is the companion software for RIGLE terrestrial 3D laser scanner system along the debris flow track. The study area consisted of 21 scanning points to capture whole debris flow track. Initial raw data consisting of more than 350,000 points required postprocessing before DEM generation. The first step in postprocessing involves the elimination of points identified as beyond the nominal ground surface. Next, the objects except the surface of the earth should be removed from the original data by filtering. The points returned from forest around the debris flow track are identified and removed using visual inspection of the 3D data. Figure 6(A) shows a magnified part (white circle) of original scanning point cloud data including some woods and artificial structures and Figure 6(B) shows the filtered point cloud data at the same area with (A).Figure 6
The capture of combined cloud points: original LiDAR range image subjected to debris flow (A) and cutting result of forest canopies and artificial structures (B).Figure7 shows the topographic map before (a) or after (b) debris flow. The left upper corner of the figure shows the area upstream of the debris flow track. Figure 7(b) shows the high-resolution DEM as a result of overlapping the digital map and 3D point cloud data. Figure 7(b) also shows obvious erosion scars in the upstream region and detailed topography features all over debris flow track. It is shown that the debris flow track tends to reach a configuration of dynamic equilibrium in the downstream zone, while in the upstream zone the erosion is dominant.Figure 7
Topographic map before (a) and after (b) debris flow.
(a)
(b)Through the raster calculation of results in Figure7, we can calculate erosion and deposition. Figure 8 shows the evaluated values of erosion and deposition depth. The blue and brown areas represent erosion and deposition areas, respectively. Whereas deep erosion was shown at the upstream region, the erosion became smaller and the deposition more broad downstream. Figure 8 also represents the affected area of the debris flow track. Furthermore, the volume changes by the debris flow event could be estimated based on a comparison between the eroded or deposited surface area and its heights. Next, the total volume and area of erosion and of deposition were calculated by summing the negative and positive pixels, respectively. According to this comparison, the erosion volume was approximately 32,847 m3 and the deposition volume was approximately 22,889 m3, respectively. As a consequence, it was thought that discharged sediment volume was 9,958 m3. Generally, a debris volume could increase during the landslide event, as a consequence of the deposition during the landslide [18]. However, the deposition volume was estimated to be less than that of erosion. The underestimated deposition volume can be assumed to be discharge volume into the reservoir located downstream of the study area.Figure 8
The evaluated values of erosion and deposition depth.The debris flow volumes and discharges can be much greater than clean water due to rainfall. The density of the mixture is two times greater than that of the liquid flow. In consequence, the hydrodynamic forces acting on the structure are increased. Therefore, the debris flow volumes should be considered to design hydraulic structures such as dams and bridges. With the classification of Jakob [2], the flow was rated as size class 4, which could destroy parts of village and destroy sections of infrastructure corridors and bridges.


## 3.2. Topographical Change Simulation

A debris flow model is used to simulate the transport and deposition of failed materials from the identified source areas. In absence of any recorded discharge amount on the upper part of triggering point, a rectangular discharge hydrograph with flow of 20 m3/s was assumed. The computational domain was discrete with 108 × 48 square cells with a size of 5 m. A DEM was obtained from a 1 : 5000 digital map and was not refined anywhere. Figure 9 shows the morphological variations evaluated between the initial condition and the temporal progression of the simulated debris flows. The solid line represents the affected area results from the LiDAR survey as shown in Figure 8.Figure 9
The temporal progression of the simulated debris flows.In Takahashi model, if debris flow contains lower solid concentration than the equilibrium concentration, the bed would be eroded, and if the solid concentration is higher than the equilibrium value, solid would be deposited. This method was applied to cases of laboratory experiment [43] and various field researches [4]. Comparing with stochastic method such as random walk model deciding the flow direction by the probability proportional to the flow velocities calculated from the elevation differences between the adjacent grid points, demerit of random walk model is that the deposition proceeds with one-dimensional motion despite the complex topology [44]. This study uses horizontally two-dimensional momentum conservation and mass conservation equations representing the two-dimensional flow.It reveals that the simulation results are sufficiently good excluding the northern part of the domain where the model simulates wide spreading of the wave in the upper stream. This broad deposition did not occur in the real world event. Debris flow moves with the mean velocity of 3.5 m/s along a path with the average slope of 11.9°.To validate the model performance, we extracted the affected area with a terrestrial LiDAR survey and compared the affected area with the results of debris flow simulation. Figure10 shows the details of the model performance in predicting the affected areas.Figure 10
Variation of discordance area and the success rate.For the evaluation of success rate, the proportions of successfully predicted affected areas (As) were calculated:(13)As=NpNt×100%,where Nt is the total cell number of surveyed affected areas and Np is the correctly simulated cell number within the affected areas. In Figure 9, the solid line represents the terrestrial LiDAR surveyed affected areas and corresponds to Nt. The differences between the solid line area and colored area by the simulation time represent the discordances with the surveyed area and the simulated results. A high success rate over 90% was achieved with a simulation time of 300 s.Moreover, because the terrestrial LiDAR survey results have depth information, we could validate simulated erosion/deposition volume change along within the affected area. The depth of sediment deposition before and after debris flow can be used to estimate the model performance [45]. The second validation defined the prediction accuracy by calculating the ratio of the simulated erosion/deposition volume and surveyed erosion/deposition volume, respectively.Figure11 shows the simulated erosion/deposition volume and the success rate. In this study, deposition volumes were lower than erosion volumes. For the success rate evaluation of the erosion/deposition volume, the proportions of predicted erosion/deposition volume and measured erosion/deposition volume by the LiDAR survey (Vs) were calculated:(14)Vs=VsimulatedVmeasured×100%,where Vmeasured is the LiDAR surveyed erosion/deposition volume as shown in Figure 8 and Vsimulated is the simulated erosion/deposition volume. A comparison of the simulated and survey results, based on the deposition volume, yields a success rate of over 97% at 350 s simulation time. The erosion volume success rate reaches the highest value at 500 s simulation time. It was thought that this delayed result is probably due to the soil depth limitation in the model assumptions.Figure 11
Variation of erosion/deposition volume and its success rate.The results reproduced both the zone affected by the debris flow and the spatial distribution of sediments with reasonable accuracy for most of the domain. The model test and validation results confirm the usefulness of the model in calculating the number and size of affected areas, run-out path, and volume of run-out deposits.These results suggest some important considerations for technicians dealing with the protection of the mountain areas from intense rainfall. This debris flow model can be applied to design and construct the hydraulic structures like dams and bridges with the consideration of hydraulic forces. The hydraulic structures have been designed referring to the peak discharge and the volume was regarded to be of minor importance. However, the numerical model can show the propagation and the stoppage of the debris flow by the hydraulic structure. The simulation and validation results confirm the usefulness of the model for creating hazard maps and reducing debris flow risk.


## 4. Conclusions

This study presented the tank simulation model for SWI estimating the water stored beneath the ground and debris flow occurrence using high-resolution terrestrial LiDAR at the Jecheon County in Korea. The DEM derived from the LiDAR enabled the debris flow to be mapped and analyzed in great detail. The study area required scanning from 21 locations to capture debris flow track geometry and these 21 locations were combined to one dataset. The morphological change associated with the debris flow and the affected area and total erosion/deposition volume by debris flow were calculated. The estimated volumes of erosion and deposition are 32,847 m3 and 22,889 m3, respectively. The estimated results of affected area and erosion/deposition volume by debris flow were compared with two-dimensional numerical simulation results. We adopted Takahashi model for the friction terms, which treats a debris flow as a dilatant fluid and is governed by Navier-Stokes and continuity equations. The simulation results agreed well with the debris flow track, and a high success rate of over 90% was achieved with simulation time of 300 s. A comparison of the simulated and surveyed results based on the deposition volume yields a success rate of over 97% at 350 s simulation time. The erosion volume success rate reaches the highest value at 500 s simulation time. It was thought that this delayed result is probably due to the soil depth limitation in the model assumptions. These results revealed both the area affected by the debris flow and the spatial distribution of sediments with reasonable accuracy for most of the study area. The simulation and validation results confirm the usefulness of the model for creating hazard maps and reducing debris flow risk. These results suggest some important considerations for technicians dealing with the protection of the mountain areas from intense rainfall.



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*Source: 9363675-2015-12-30.xml*