scholarly journals Numerical Simulation Analysis of High-precision Dispensing Needles for Solid-liquid Two-phase Grinding

Author(s):  
Junye Li ◽  
Jinglei Hu ◽  
Binyu Wang ◽  
Liang Sheng ◽  
Xinming Zhang
2020 ◽  
Vol 2020 (14) ◽  
pp. 992-1000
Author(s):  
Guosong Liu ◽  
Junye Li ◽  
Xinpeng Wang ◽  
Xinming Zhang ◽  
Jinglei Hu

Author(s):  
Junye Li ◽  
yang liu ◽  
Jikun Hou ◽  
Jinglei Hu ◽  
Hengfu Zhang ◽  
...  

2017 ◽  
Vol 15 ◽  
pp. 119-123 ◽  
Author(s):  
Xin Ming Zhang ◽  
Jun Ye Li ◽  
Jing Lei Hu ◽  
Wen Qing Meng ◽  
Xiang Zang

2012 ◽  
Vol 625 ◽  
pp. 117-120
Author(s):  
Hui Xu ◽  
Xiao Hong Chen

The liquid phase experiment is finished ,and the relation curve of input- pressure and input-flow、output-flow、distributary rate are worked out.We are bout to calculate the production capacity and define the best distribution rate of the operation parameters.At the same time , the solid-liquid phase separating experiment are made too and we conclude the relation curve of input-pressure and consistency 、separating efficiency .Comparing with the numerical simulation ,the result is reasonable.


2014 ◽  
Vol 2014 ◽  
pp. 1-7
Author(s):  
Youjun Ji ◽  
Linzhi Zhang ◽  
Jiannan Yue

Lessening the leakage of surface water can reduce the waste of water resources and ground water pollution. To solve the problem that Mengxi River could not store water enduringly, geology investigation, theoretical analysis, experiment research, and numerical simulation analysis were carried out. Firstly, the seepage mathematical model was established based on unsaturated seepage theory; secondly, the experimental equipment for testing hydraulic conductivity of unsaturated soil was developed to obtain the curve of two-phase flow. The numerical simulation of leakage in natural conditions proves the previous inference and leakage mechanism of river. At last, the seepage control capacities of different impervious materials were compared by numerical simulations. According to the engineering actuality, the impervious material was selected. The impervious measure in this paper has been proved to be effectible by hydrogeological research today.


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