河道の水理 (2)

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[II-91] Quantitative study of the suction effect due to seepage flow acting on the back slope when an embankment overflows

*Yuki Nakata¹, Yuki Kajikawa¹, Masamitsu Kuroiwa¹ (1. Tottori University)

Keywords:

Levee breach,Embankment,Overtopping,Seepage flow,Suction effect,Numerical analysis

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