scholarly journals A new method for resolution of discontinuities with changes in sediment transport form in a numerical simulation

2018 ◽  
Vol 10 (4) ◽  
pp. 130-140 ◽  
Author(s):  
Takuro SUZUKI ◽  
Taro UCHIDA ◽  
Atsushi OKAMOTO
2012 ◽  
Vol 212-213 ◽  
pp. 33-39
Author(s):  
Hua Ge ◽  
Ling Ling Zhu ◽  
Xi Bing Zhang

It is pointed out that the influence of the time step in the unsteady non-uniform sediment mathematical model must be considered when to calculate the mixed-layer thickness in this article. And then a new method to calculate the mixed-layer thickness is obtained based on the sand wave movement. This method can well reflect the effect of the time step on the mixed-layer thickness, and has a wide field of application in the numerical simulation of natural river sediment transport.


Author(s):  
Changlu ZHOU ◽  
Akihide TADA ◽  
Shinichiro YANO ◽  
Akito MATSUYAMA ◽  
Changping CHEN

2010 ◽  
Vol 135 ◽  
pp. 149-153 ◽  
Author(s):  
Wen Hui Li ◽  
Sheng Qiang Yang ◽  
Xiu Hong Li

For the precise hole surface, the burr severely affects products’ performance. Considering the specific conditions of the precise hole surface finishing, a new method of two-phase compulsive circulation flows finishing is brought up. Nozzle number, nozzle position, liquid flow, etc. are main factors, which would directly influence finishing effect and efficiency. Affecting rules of main factors are studied by experiments and numerical simulation, which provide basis for thorough research.


2006 ◽  
Vol 18 (S1) ◽  
pp. 201-207
Author(s):  
Ze-xuan Zhou ◽  
Peng-zhi Lin

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