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Numerical Study on River Embankment Failure Due to Overtopping Flow Considering Infiltration Effects

机译：考虑入渗影响的过顶水引起河堤破坏的数值研究

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Mizutani Hideaki; Nakagawa Hajime; Yoden Toshiaki; Kawaike Kenji; Zhang Hao;
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年度 2013
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正文语种 eng
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1. Numerical modelling of river embankment failure due to overtopping flow considering infiltration effects [J] . HIDEAKI MIZUTANI, HAJIME NAKAGAWA, TOSHIAKIYODEN, Journal of hydraulic research . 2013,第6期

机译：考虑入渗效应的过顶水引起河堤破坏的数值模拟
2. Numerical Investigation on 1D and 2D Embankment Dams Failure Due to Overtopping Flow [J] . Omid Saberi, Gerald Zenz International Journal of Hydraulic Engineering . 2016,第1期

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3. Empirical Relationship for Calculate Outflow Hydrograph of Embankment Dam Failure due to Overtopping Flow [J] . Omid Saberi, Gerald Zenz International Journal of Hydraulic Engineering . 2015,第3期

机译：计算过大流量导致堤坝溃坝的出水水文的经验关系式
4. River embankment failure and resultant flood and sediment inflow discharges due to overtopping river flow [C] . H. Nakagawa, H. Mizutani, Y. Wang, International Symposium on River Sedimentation . 2017

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5. Numerical Study of 3D Magnetohydrodynamic Flows Towards Liquid Metal Blankets, Including Complex Geometry and Buoyancy Effects [D] . Rhodes, Tyler James 2019

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6. Hemodynamic effects of various support modes of continuous flow LVADs on the cardiovascular system: A numerical study [O] . Zhiming Song, Kaiyun Gu, Bin Gao, 2014

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7. Numerical modelling of river embankment failure due to overtopping flow considering infiltration effects [O] . Mizutani Hideaki, Nakagawa Hajime, Yoden Toshiaki, 2013

机译：考虑入渗效应的过顶水引起河堤破坏的数值模拟
8. Study of Embankment Performance during Overtopping and Throughflow. Report 2. Hydraulic Study and Modeling of Models [R] . Ko, H. Y., Dunn, R. J., Simantob, E. 1989

机译：超越和通流过程中路堤性能研究。报告2.模型的水力学研究和建模

Numerical Study on River Embankment Failure Due to Overtopping Flow Considering Infiltration Effects

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