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We design and analyse two different models of permeability.
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A time-dependent model of permeability coefficient for concrete subjected to hydraulic pressure is proposed.
Furthermore, we modified the conventional interpretation model of permeability measurements by incorporating the physical mechanism of gas adsorption.
We present a microstructural model of permeability in fractured solids, where the fractures are described in terms of recursive families of parallel, equidistant cohesive faults.
Using the solution-diffusion model of permeability as a starting point, equations have been developed to correlate solute permeability with dye and dye-acceptor polymer structural characteristics.
Using the solution-diffusion model of permeability as a starting point, equations were developed relating solute permeability to structural characteristics of the components.
Using the solution diffusion model of permeability as the starting point, equations were developed to correlate solute transport with dye and polymer structural characteristics.
The dynamic evolution model of permeability serving as the coupled term for THM model is developed under the combined impact of stress, water pressure, gas pressure, gas adsorption/desorption and temperature.
Two-stage relation model of permeability and magnetization angles is of significance in improving the accuracy of electromagnetic engineering calculations of electrical steel and can be applied in industrial applications.
Second, this structural model of permeability and additional climatologic data were used to fix boundary and recharge conditions to perform a three-dimensional and transient numerical simulation of the groundwater flow.
First, the radiomagnetotelluric method was used to investigate the distribution of electrical resistivity of the subsurface and build a three-dimensional model of permeability (k), through an experimental relation between ρ and k.
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