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SPH model for fluid–structure interaction and its application to debris flow impact estimation

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Abstract

On 13 August 2010, significant debris flows were triggered by intense rainfall events in Wenchuan earthquake-affected areas, destroying numerous houses, bridges, and traffic facilities. To investigate the impact force of debris flows, a fluid–structure coupled numerical model based on smoothed particle hydrodynamics is established in this work. The debris flow material is modeled as a viscous fluid, and the check dams are simulated as elastic solid (note that only the maximum impact forces are evaluated in this work). The governing equations of both phases are solved respectively, and their interaction is calculated. We validate the model with the simulation of a sand flow model test and confirm its ability to calculate the impact force. The Wenjia gully and Hongchun gully debris flows are simulated as the application of the coupled smoothed particle hydrodynamic model. The propagation of the debris flows is then predicted, and we obtain the evolution of the impact forces on the check dams.

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Acknowledgments

This work was supported by the National Science Fund for Distinguished Young Scholars of China (Grant No. 41625011), the National Basic Research Program of China (973 Program) through Grant No. 2012CB719803, the Open Fund of Hubei Key Laboratory of Disaster Prevention and Reduction, China (Three Gorges University), through Grant No. 2016KJZ06, the National Science Fund for Distinguished Young Scholars of China (Grant No. 41225011), and the Chang Jiang Scholars Program of China.

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Dai, Z., Huang, Y., Cheng, H. et al. SPH model for fluid–structure interaction and its application to debris flow impact estimation. Landslides 14, 917–928 (2017). https://doi.org/10.1007/s10346-016-0777-4

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