Numerical Simulation of the Natural Erosion and Breaching Process of the “10.11” Baige Landslide Dam on the Jinsha River

Author(s):  
Chen Xie ◽  
Qin Chen ◽  
Gang Fan ◽  
Chen Chen
2014 ◽  
Vol 7 (3) ◽  
pp. 85-91 ◽  
Author(s):  
Fumiaki AKAZAWA ◽  
Akikazu IKEDA ◽  
Satoshi HAYAMI ◽  
Norio HARADA ◽  
Yoshifumi SATOFUKA ◽  
...  

Landslides ◽  
2019 ◽  
Vol 17 (1) ◽  
pp. 147-164 ◽  
Author(s):  
Xuanmei Fan ◽  
Fan Yang ◽  
Srikrishnan Siva Subramanian ◽  
Qiang Xu ◽  
Zetao Feng ◽  
...  

2011 ◽  
Vol 66-68 ◽  
pp. 2055-2061
Author(s):  
Zhong Chao Yang ◽  
Ming Dong Chen ◽  
Ming Chen

Located in the north of Yun’nan Province, Shuifu wharf on the Jinsha River is an important port on and a key waterway along Yangtze River. The navigation channel is typically mountainous river, with its water area narrow, its trough winding, its surroundings complicated and a variety of cross-river or on-river projects as obstructions. To ensure the safety of navigation and port operation, the two methods of numerical simulation and prototype ship test are adopted to determine the water flow for restricted navigation in Shuifu wharf, i.e., 8000m3/s.


Landslides ◽  
2017 ◽  
Vol 15 (6) ◽  
pp. 1183-1192 ◽  
Author(s):  
Q. M. Zhong ◽  
S. S. Chen ◽  
S. A. Mei ◽  
W. Cao

2019 ◽  
Vol 72 (Special issue) ◽  
pp. 81-91 ◽  
Author(s):  
Jian Chen ◽  
Zhijiu Cui ◽  
Chao Liu ◽  
Wendy Zhou ◽  
Ruichen Chen

Water ◽  
2021 ◽  
Vol 13 (7) ◽  
pp. 921
Author(s):  
Hechun Ruan ◽  
Huayong Chen ◽  
Tao Wang ◽  
Jiangang Chen ◽  
Huibin Li

Overtopping failure often occurs in landslide dams, resulting in the formation of strong destructive floods. As an important hydraulic parameter to describe floods, the peak discharge often determines the downstream disaster degree. Based on 67 groups of landslide dam overtopping failure cases all over the world, this paper constructs the calculation model for peak discharge of landslide dam failure. The model considers the influence of dam erodibility, breach shape, dam shape and reservoir capacity on the peak discharge. Finally, the model is compared with the existing models. The results show that the new model has a higher accuracy than the existing models and the simulation accuracy of the two outburst peak discharges of Baige dammed lake in Jinsha River (10 October 2018 and 3 November 2018) is higher (the relative error is 0.73% and 6.68%, respectively), because the model in this study considers more parameters (the breach shape, the landslide dam erodibility) than the existing models. The research results can provide an important reference for formulating accurate and effective disaster prevention and mitigation measures for such disasters.


2007 ◽  
Vol 2 (1) ◽  
pp. 37-43
Author(s):  
Yoshifumi Satofuka ◽  
◽  
Takahisa Mizuyama

At the end of July 2004, Typhoon 0410 struck the Naka River basin in Tokushima Prefecture, triggering numerous slope failures, killing two residents, and largely or totally destroying many houses. We examine this sediment-related disaster and the phenomenon of landslide dam formation in which slope failure triggered by torrential rain blocks the river course. In Atsue, Kisawa Village, the landslide slope failure was 1,000 m long and 100 m wide. Such large slope failures may form landslide dams, greatly influencing the effluence of water and sediment in mountain basins. Using a numerical simulation model, we reproduced the process in which failed sediment forms a landslide dam and applied it to the case occurring as a result of Typhoon 0410.


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