Coupled empirical-mechanical modeling of debris flows occurred in small ungauged basins

On 28 July 2013, an intense torrential rainfall occurred at the boundary of Yamaguchi and Shimane Prefectures in western Japan, and triggered a debris flow on an ungauged hillslope to bury the entrance of Shirai tunnel and to shutdown railway service in that region for 1 year. To assess this disaster, this study aims at numerically modeling this debris flow event through a methodology incorporating empirical hydrologic analysis and mechanical debris flow model. For hydrologic analysis, the SCS-CN method implemented by HEC-HMS was used to obtain direct runoff hydrograph with high-resolution precipitation data reanalyzed using observations from radars and rain gauges. Then, the obtained runoff-discharge information was applied as an input for numerically simulating the debris flow movement from source to deposition areas. The simulation result is verified by the field evidence from field survey. The study demonstrates the applicability of the proposed empirical-mechanical approach for assessing debris flows in ungauged basins.

Automated summary

This study evaluates a debris flow disaster that occurred at the boundary of Yamaguchi and Shimane Prefectures in western Japan in 2013 by numerically modeling the event using a combination of empirical hydrologic analysis and mechanical debris flow model. High-resolution precipitation data was reanalyzed using observations from radars and rain gauges to obtain direct runoff hydrograph, which was then used to simulate the movement of the debris flow. The simulation results were verified by field evidence from field survey, demonstrating the applicability of the proposed empirical-mechanical approach for assessing debris flows in ungauged basins.