Numerical simulation of debris-flow behavior based on the SPH method incorporating the Herschel-Bulkley-Papanastasiou rheology model

2019 ◽  
Vol 255 ◽  
pp. 26-36 ◽  
Author(s):  
Zheng Han ◽  
Bin Su ◽  
Yange Li ◽  
Wei Wang ◽  
Weidong Wang ◽  
...  
2016 ◽  
Vol 81 (3) ◽  
pp. 1981-1998 ◽  
Author(s):  
Wei Wang ◽  
Guangqi Chen ◽  
Zheng Han ◽  
Suhua Zhou ◽  
Hong Zhang ◽  
...  

2015 ◽  
Vol 190 ◽  
pp. 52-64 ◽  
Author(s):  
Zheng Han ◽  
Guangqi Chen ◽  
Yange Li ◽  
Chuan Tang ◽  
Linrong Xu ◽  
...  

2019 ◽  
Vol 19 (3) ◽  
pp. 195-202 ◽  
Author(s):  
Deuk-Hwan Lee ◽  
Seung-Rae Lee ◽  
Joon-Young Park

2021 ◽  
Vol 58 (1) ◽  
pp. 23-34
Author(s):  
Taro Uchida ◽  
Yuki Nishiguchi ◽  
Brian W. McArdell ◽  
Yoshifumi Satofuka

Physically based numerical simulation models have been developed to predict hazard area relating to debris flows. Since fine sediments are expected to behave as a part of the fluid rather than solid phase in stony debris flows, several models have recently included this process of the phase shift from solid to fluid in the context of fine sediment. However, models have not been fully tested regarding the ability to reproduce a variety of debris flow characteristics. We therefore tested (i) applicability of a numerical simulation model for describing debris flow characteristics and (ii) the effect of phase shift of fine sediment on debris flow behaviors. Herein we applied a numerical simulation model to a well-documented dataset from the Illgraben debris flow observation station in Switzerland. Based on the stony debris flow concept, we physically modeled effects of the phase shift of sediment on transport capacity and flow resistance. We successfully reproduced the observed bulk density, erosion and deposition patterns, front velocity, and erosion rate, although we had to tune the ratio of fine sediment that behaves as a fluid. Considering the effects of the phase shift of sediments, we conclude that physically based numerical simulation models can describe a variety of debris flow behaviors.


Water ◽  
2019 ◽  
Vol 11 (11) ◽  
pp. 2314 ◽  
Author(s):  
Shu Wang ◽  
Anping Shu ◽  
Matteo Rubinato ◽  
Mengyao Wang ◽  
Jiping Qin

Non-homogeneous viscous debris flows are characterized by high density, impact force and destructiveness, and the complexity of the materials they are made of. This has always made these flows challenging to simulate numerically, and to reproduce experimentally debris flow processes. In this study, the formation-movement process of non-homogeneous debris flow under three different soil configurations was simulated numerically by modifying the formulation of collision, friction, and yield stresses for the existing Smoothed Particle Hydrodynamics (SPH) method. The results obtained by applying this modification to the SPH model clearly demonstrated that the configuration where fine and coarse particles are fully mixed, with no specific layering, produces more fluctuations and instability of the debris flow. The kinetic and potential energies of the fluctuating particles calculated for each scenario have been shown to be affected by the water content by focusing on small local areas. Therefore, this study provides a better understanding and new insights regarding intermittent debris flows, and explains the impact of the water content on their formation and movement processes.


2003 ◽  
Vol 47 ◽  
pp. 583-588 ◽  
Author(s):  
Yoshifumi SATOFUKA ◽  
Tamotsu TAKAHASHI

2018 ◽  
Vol 169 ◽  
pp. 393-404 ◽  
Author(s):  
GuangChun Song ◽  
YuXing Li ◽  
WuChang Wang ◽  
Kai Jiang ◽  
Zhengzhuo Shi ◽  
...  

Water ◽  
2017 ◽  
Vol 9 (8) ◽  
pp. 565 ◽  
Author(s):  
Hang Wan ◽  
Ran Li ◽  
Carlo Gualtieri ◽  
Huixia Yang ◽  
Jingjie Feng

Sign in / Sign up

Export Citation Format

Share Document