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A review of the main pore network construction techniques is then presented.
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As such, isolated dissolution pore type contributes little to permeability because they are connected to the primary pore network by relatively small pore throats, regardless whether the pore itself is large, whereas non-isolated dissolution pores are better connected to the primary pore network by larger pore throats than isolated dissolution pores.
Water transfers have been recognized as the main vectors of alteration and are responsible for pore network modifications in building stone.
Applying the pore network modeling, we could capture the velocity variations among different pores, which is the main contribution for the dispersion coefficient.
In this paper, we model the main qualitative features of the experimentally measured propagators for both single- and two-phase flow using connected 3D pore network models of porous media.
A pore network model on the basis of Kelvin Laplace's capillary theory is implemented and shows the existence of two main desaturation modes corresponding to capillary pores and C S H porosity.
The three pore-size scales each contribute differently to the pore network.
Whilst pores below 10 nm contribute most in number, pores between 10 to 100 nm contribute most to pore network connectivity and hence to fluid flow.
In summary, Peak I pores contribute the greatest number (Fig. 2A), Peak II pores contribute most towards the connected pore network (Fig. 2B), while Peak III pores contribute the most in volume (Fig. 2C).
Using these observations linked across scales, an integrated pore network can be constructed based on the geometric models and network model for the four pore types.
The pore network was highly interconnected.
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