Abstract

If a slope located near a densely populated region is susceptible to debris-flow hazards, barriers are used as a mitigation method by placing them in flow channels; i.e., flowpaths. Selecting the location and the design of a barrier requires hazard assessment to determine the width, volume, and impact pressure of debris-flow at the moment of collision. DAN3D (Three-Dimensional Dynamic Analysis), a 3D numerical model for simulating debris-flow, has been widely used to perform hazard assessment; however, solely using DAN3D would be both insufficient and inefficient in finding the optimal barrier location. Therefore, the present study developed a framework that interprets the results from DAN3D simulation without considering any barriers. Then, the framework generates hazard assessment maps showing the impact parameters of debris-flow along the flowpath by various algorithms and machine learning methods, such as the k-means clustering algorithm, and also computes the width of the debris-flow, which is not explicitly calculated in DAN3D. A case study of the debris-flow at Umyeon mountain, Korea, in 2011, was used to generate hazard assessment maps. The maps were demonstrated to be a tool to quickly compute the impact parameters for conceptual barrier design with the aim of finding potential barrier locations.

Highlights

  • Debris-flow is a rapid movement of a fluid-like slurry composed of loose soil, rock, organic materials, and water

  • The results showed that a smaller barrier would be sufficient to mitigate debris-flow if the barrier is installed near the source

  • The developed framework uses the results from DAN3D simulation with the absence of barriers and develops hazard assessment maps using algorithms and machine learning methods

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Summary

Introduction

Debris-flow is a rapid movement of a fluid-like slurry composed of loose soil, rock, organic materials, and water. The GIS-based cell model method was upgraded by Bernard et al [13] so that non-erosive surfaces on the concrete bottom of open-type dams can be considered These studies used case studies of debris-flow to demonstrate the developed numerical methods to assess the performance of planned works. Analysis (DAN3D) [15], which is a three-dimensional (3D) debris-flow semi-empirical numerical method, has been widely used in recent studies This method has reliably simulated various run-out case studies, such as the debris-flow at Umyeon mountain in 2011 [16] and the Oso landslide at Oso, Washington, in 2014 [17]. On top of the ability to perform 3D simulation, DAN3D allows variation in the soil rheology for different geographical locations It incorporates the entrainment phenomenon, which is a crucial component required to simulate the increasing sediment volume as debris-flow propagates [1]. Based on this case study, essential findings and the the implications of the results will be discussed

Governing
Entrainment
Rheology
Framework
State of Debris-Flow Clusters
Classification of Debris-Flow Particles into Clusters
Interaction
The criteria determine merging of two debris-flow
Centroid position
Travel peaks
Parameters of a Single Debris-Flow Cluster
Cluster Movement Direction
Cluster
Cluster Volume
Impact Pressure
Combined Geometric Parameters
Combined Load Parameters
Discussion
DAN3D requires the following three
Verification of K-Means Clustering Algorithm
The of the cluster for flowpath
Conclusions
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