Abstract

In recent years, the intensified influences of global climate change and human activities have increased the frequency of large-scale debris flow disasters. As a result, main river channels often become blocked, thus forming a disaster chain of rivers dammed by debris flow followed by outburst flooding. In order to quickly and easily reveal the dynamic process of a debris flow dam breach, and quantitatively predict the outburst flood hazard, this study takes the Zhouqu “8.8” debris flow barrier dam in Western China as an example. Based on a stability assessment, China Institute of Water Resources and Hydropower Research’s Dam Breach Slope (DBS-IWHR), China Institute of Water Resources and Hydropower Research’s Dam Breach (DB-IWHR), and Hydrologic Engineering Center’s River Analysis System (HEC-RAS) were integrated to simulate the development of dam breach, breach flood, and outburst flood evolution, respectively, under different scenarios. The simulated peak discharge flow of the actual spillway was 317.15 m3/s, which was consistent with the actual discharge of 316 m3/s. The results under different scenarios showed that, with the increased inflow of the barrier lake, the erosion rate of the dam increased, the peak discharge of the dam break flood increased, the peak arrival time shortened, and the downstream flooding area increased. These findings could provide scientific support for risk management and emergency decision-making with respect to barrier dam failure.

Highlights

  • By comparing scenarios 1 and 2, it can be seen that when the inflow of the barrier lake increased by 506%, the peak discharge of the dam-break flood increased by 243%, while the arrival time of the flood peak reduced by 31%

  • When the inflow of the barrier lake increased by 506%, the peak discharge of the dam-break flood increased by 243%, while the arrival time of the flood peak reduced by 31%

  • The Zhouqu debris flow was used as an example in this work to assess dam stability based on the geomorphological index method

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Summary

Introduction

Publisher’s Note: MDPI stays neutral with regard to jurisdictional claims in published maps and institutional affiliations. Fan et al [32,33] established a comprehensive numerical modeling method for the landslide-dam breach-flood disaster chain through Massflow, the DABA, and HEC-RAS models, and successfully applied it to the Baige landslide of the Jinsha River These studies provide an important basis for the risk evaluation of outburst flooding due to debris flow dam breaks. In order to evaluate the failure of debris flow dam-outburst flood hazard chain under different scenarios in the Bailong River basin and establish a method for the rapid evaluation of the risk associated with this hazard chain, this study takes the Zhouqu “8.8” debris flow hazard chain as an example We achieve this using the DBS-IWHR, DB-IWHR, and HEC-RAS multi-model. This study could provide a relevant reference for the emergency response, risk assessment, and management of debris flow-dam breach-outburst flood hazard chain events in the Bailong River basin and similar areas

Overview of Zhouqu
Overview of the Bailong River
Data and Methods
Barrier Dam Stability Analysis
Simulation of Barrier Dam Break
Simulation of the Breach Development Process Using DBS-IWHR
Simulation of the Dam-Break Flood Using DB-IWHR
Simulating the Evolution of the Dam-Break Flood Using HEC-RAS
Assessment of the Affected Population and Economic Loss
Result
Verification of the Simulation Results of Barrier Dam Outburst Flood
Simulation of Breach Development under Different Scenarios
Dam-Break Flood Simulation under Different Scenarios
Flood Evolution Simulation under Different Scenarios
Disaster-Affected Population and Economic Losses under Different Scenarios
Discussion
Conclusions
Full Text
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