In August 2019, heavy rainfall was recorded primarily in the Northern Kyushu region. Consequently, several reservoirs in Fukuoka and Saga prefectures were damaged. In particular, the embankment of the Nishibun Reservoir in Ogi city was broken. The purpose of this study is to elucidate the failure mechanism of this reservoir in Ogi city. For this purpose, the presence of overflows was inferred using a rational formula, and the stability of the embankment slope of the reservoir was evaluated, considering heavy rainfall. Seepage flow was analyzed using Finite element modelling, through non-steady saturated–unsaturated seepage flow analyses. Furthermore, stability analyses of the slope downstream of the embankment were conducted using modified fellenius method. As a result, sliding failure of the slope toe at the downstream side, caused by the increase in seepage due to rainfall, was inferred to be the primary factor influencing the failure of the embankment. Moreover, this sliding failure of the slope wasinferred to have extended toward the upstream side due to the instability of the embankment.
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