Numerical modelling of two phase flow of gas and water during drainage of a coal seam

1988 ◽  
Vol 7 (4) ◽  
pp. 27-42 ◽  
Author(s):  
A. Basu ◽  
M. J. Boyd ◽  
P. McConchie
Water ◽  
2020 ◽  
Vol 12 (9) ◽  
pp. 2470
Author(s):  
Zhaozhao Tang ◽  
Wenyan Wu ◽  
Xiaoxi Han ◽  
Ming Zhao ◽  
Jingting Luo ◽  
...  

Secondary pollution by microorganisms and substances peeling off from the “growth ring” causes clean water deterioration during the water distribution process. In order to reduce the secondary pollution, our previous research investigated the best settings of a two-phase flow flushing method for pipeline cleaning in water distribution systems experimentally, and a case study was carried out for comparison of the efficiencies between two-phase and single-phase flow methods. In this paper, based on the results of the experimental study, numerical modelling and a simulation study are carried out by FLUENT to evaluate the performance of the two-phase flow flushing method for removal of the “growth ring”. Results: the simulation results match the experimental results; pressure, water-phase flow velocity and water-phase volume ratio distributions in a section of pipe are simulated and analysed; the shear force against time in a period is obtained; elbow pipes cause flushing energy loss, and therefore, at most one section of elbow pipe is flushed in one flushing period.


2003 ◽  
Vol 18 (3) ◽  
pp. 231-241 ◽  
Author(s):  
B ATAIEASHTIANI ◽  
S HASSANIZADEH ◽  
O OUNG ◽  
F WESTSTRATE ◽  
A BEZUIJEN

2018 ◽  
Vol 37 (1) ◽  
pp. 166-193 ◽  
Author(s):  
Chaojun Fan ◽  
Sheng Li ◽  
Mingkun Luo ◽  
Zhenhua Yang ◽  
Tianwei Lan

Hydraulic fracturing is an efficiency approach to improve underground gas drainage. Although the interaction of fluid and coal has been comprehensively investigated in fracturing process and gas drainage process, fewer scholars have combined these two processes together and taken the gas–water two-phase flow into account, which brought a large deviation for design of hydraulic fracturing enhancing underground gas drainage. In this paper, we proposed a fully coupled hydraulic stress damage mathematical model considering gas–water two-phase flow, which can be used to simulate the whole process of hydraulic fracturing enhancing underground gas drainage. The coal seam is simplified as a dual-porosity single-permeability elastic media with elastic modulus reduce and permeability increase when encountered damage. The permeability and porosity serving as the coupling term is a function of stress, water/gas pressure, gas ad/desorption, and damage value. The proposed model was first verified by showing that the modeled gas flux agrees with the field data. The evolution laws of permeability and gas pressure during hydraulic fracturing enhancing underground gas drainage were studied and several influence factors were analyzed by accomplishing a series of simulations. Gas drainage can be effectively enhanced only when the hydraulic fracturing induced damage zone is breakthrough at drainage hole. After the coal seam is effectively fractured, the gas flux has a decline–incline–decline tendency with increasing of drainage time. The breakthrough time of damage zone increases linearly with coal seam elastic modulus, increases exponentially with vertical stress and borehole spacing, and decreases exponentially with injecting pressure.


2018 ◽  
Vol 96 ◽  
pp. 143-152 ◽  
Author(s):  
Tarek Beji ◽  
Setareh Ebrahimzadeh ◽  
Georgios Maragkos ◽  
Bart Merci

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