Darcy's law for slow viscous flow past a stationary array of bubbles

Author(s):  
Robert Lipton ◽  
Marco Avellaneda

SynopsisWe examine slow viscous flow past a concentrated bed of small stationary viscous bubbles of a second fluid, and derive Darcy's law relating the average fluid velocity to the overall pressure gradient and body force.

2011 ◽  
Vol 250-253 ◽  
pp. 1804-1807
Author(s):  
Xian Chao Xiang ◽  
Guo Sheng Jiang

The soil and rock mixture is widely spread in the world, which is much different from homogeneous and continuous soil, it is hard to get the permeability of the soil and rock mixture by theories, and it is also hard to get that from the large lab test as the difficulty in sampling. The particle flow code (PFC) method is used to study the permeability character influenced by large rock particles. The result shows that the seepage of the soil and rock mixture obeys the linearity of Darcy’s law in low fluid velocity, but the large particles influence the local pore pressure evidently. The permeability increases while the ratio of rock to soil increase first, and decreases while the ratio enlarge to 0.5, then increases after the ratio enlarge to 0.7. The large rock particles jam the fluid path, but decrease the length of the pipe, the permeability is influenced by the two effects.


1971 ◽  
Vol 21 (3) ◽  
pp. 469-477 ◽  
Author(s):  
A. K. Gautesen ◽  
S. P. Lin

2000 ◽  
Vol 7 (3) ◽  
pp. 569-580
Author(s):  
D. W. Kim ◽  
S. B. Kim ◽  
J. H. Chu

2021 ◽  
Author(s):  
Sudad H Al-Obaidi ◽  
Chang WJ ◽  
Falah H Khalaf

In the practice of hydrodynamic calculations the linear flow law, commonly called Darcy's law, is now widely used. It is well known that it is violated at large pressure gradients. This means that there is a certain limit value of the pressure gradient Δp* above which a deviation from the linear character of the flow law begins. This value of the pressure gradient is the upper limit of applicability.A method is presented for the direct determination of the upper limit of the validity of the linear flow law (Darcy's law) for any porous media. The method is based on the principles of percolation modelling of fluid flows in porous media. The influence of the structure of the pore space on the value of the boundary gradient is analysed. A qualitative comparison with the experimental data is performed.


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