Physical and numerical modeling of a landslide dam breach and flood routing process

Abstract

Landslide dams are common hazards in mountainous regions, and outburst floods following dam breaches significantly impact people and infrastructure along rivers. The breaching processes associated with landslide dams and the interactions of outburst floods with channel terrain are very complex. The lack of event-based observations hampers the understanding of the mechanisms underlying these processes. Here, we combine a large-scale field experiment conducted on a natural river channel with a 3D numerical simulation. The numerical model was calibrated by a flume test and validated by experimental data from the large-scale physical model, demonstrating that it can accurately simulate the breaching process of landslide dams. The results show that the channel terrain controls the spatial and temporal distribution of the flow velocity and depth of the breach flood. The area of high flow velocity is mainly located in the block-confined narrow channel. In addition, outburst floods with high sediment concentrations led to extensive deposition in the downstream channels. The deposition thickness generally decreases in the flow direction and is affected by the channel topography. The measured changes in the particle size distribution of bed sediment before and after the dam breach support our findings. Moreover, the effect of upstream inflow on breach discharge was also investigated. It was found that the increasing inflow rate significantly accelerated the breaching process and increased the peak discharge. Our study enhances the understanding of the breach mechanism and reveals the connection between the hydrodynamic processes and geomorphic effects of breach floods, which can provide insight into the risk assessment of landslide dam hazards.