2018 Volume 74 Issue 5 Pages I_1057-I_1062
In this paper, we attempted to refine the evaluation method of woody debris hazard risk at a stone bridge developed by Yano et al. (2017), using model hydraulic experiment results. From the result of experiment, it is clarified that a half width of span length can be used as the representative length scale of stone bridge arch structure. Adapting the new evaluation of driftwoods accumulation at a stone bridge, driftwoods hazard risks are assessed in the Hoshino River. It shows that most stone bridges indicate a large risk.