河川技術論文集
Online ISSN : 2436-6714
移動床水理模型実験と粒子法による河床低下に伴う床止めの破壊現象の把握
樋口 敬芳北野 和徳片山 直哉須藤 達美斎藤 隆泰清水 義彦
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2019 年 25 巻 p. 441-446

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In this study, the phenomenon that bed protection works are washed away from the downstream end is confirmed by movable bed hydraulic model experiment and numerical analysis, and the failure factor is extracted. A fluid-rigid body coupled model corresponding to the experiment is developed taking into account the interaction between flow conditions and a bed protection work. The E-MPS (Explicit Moving Particle Simulation), which is one of the particle methods, is implemented for the developed model. The numerical and experimental results show that the failure of bed protection works can be reproduced using the E-MPS. In addition, their failure limits are evaluated using several combinations of unit width flow rate and riverbed reduction amount for the developed model.

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© 2019 土木学会
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