Statistical and probabilistic analyses of impact pressure and discharge of debris flow from 139 events during 1961 and 2000 at Jiangjia Ravine, China

2015 ◽  
Vol 187 ◽  
pp. 122-134 ◽  
Author(s):  
Y. Hong ◽  
J.P. Wang ◽  
D.Q. Li ◽  
Z.J. Cao ◽  
C.W.W. Ng ◽  
...  
2019 ◽  
Vol 16 (4) ◽  
pp. 793-805 ◽  
Author(s):  
Dao-chuan Liu ◽  
Yong You ◽  
Jin-feng Liu ◽  
Yong Li ◽  
Guang-ze Zhang ◽  
...  

2011 ◽  
Vol 8 (4) ◽  
pp. 603-610 ◽  
Author(s):  
Mingjian Hu ◽  
Ren Wang ◽  
Jianhua Shen
Keyword(s):  

2014 ◽  
Vol 638-640 ◽  
pp. 2042-2046
Author(s):  
Xing Ju Shen ◽  
Jin Shan Zhang

Combined with recent observation data, the paper conclude that the debris flow break-out in high frequency in Jiangjia Ravine, and they belong to rainstorm type, which concentrated in the rainy season, especially during Jun to Aug. As a typical gully of viscous debris flow, the debris flow move with the bed process and obvious feature of surge. The intermittent flow possesses features of high intensity of delivery and long intermittent period. There have obvious relevance between the amount of sediment delivery and the surges of debris-flow break-out at the same year.


2021 ◽  
Author(s):  
Shuai Li ◽  
Chong ◽  
Wei Wu ◽  
shun wang ◽  
Xiaoqing Chen ◽  
...  

Drainage channels with step-pool system are widely used to control debris flow. The blocking of debris flow often gives rise to local damage at the steps and ba?es. Hence, the estimation of impact force of debris flow is crucial for designing step-pools channel. Existing empirical models for impact pressure prediction cannot consider the influence of baffle shape. In this work, a three-dimensional smoothed particle hydrodynamics (SPH) study on the impact behaviour of debris flows in step-pool systems is presented, where debris material is modelled using the regularizedBingham model. The SPH method is first checked using the results from two laboratory tests. Then it is used to investigate the influence of bafflee shape and flow density. Numerical results show that the impact pressure at the first ba?e highly depends on the ba?e shape; however, the largest impact pressure usually occurs at subsequent baffles due to the violent impact induced by jet flows. The peak impact pressure at the first ba?e initially grows with increasing flow density; however, it starts to drop as density is beyond a threshold. Based on the numerical results, an empirical relation considering the influence of ba?e shape is proposed for better prediction of debris impact pressure.


Landslides ◽  
2011 ◽  
Vol 9 (2) ◽  
pp. 179-187 ◽  
Author(s):  
Louis Bugnion ◽  
Brian W. McArdell ◽  
Perry Bartelt ◽  
Corinna Wendeler

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