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The analytical solution for longitudinal distribution of concentration is rigorously derived and illustrated, based on the time dependent hydraulic dispersivity.
Generally speaking, the classification is based on the time dependent behaviour of the signals recorded during a transient of the system.
Previous investigations [11] about the contamination diffusion relating to the contamination tolerant adhesive bonding proved a strong influence of the viscosity on the diffusion process and developed a model (Eq. 6) based on the time dependent temperature and viscosity.
Based on the time dependent model of instantaneous chloride diffusion coefficient in concrete at 360 d exposure time, the derived instantaneous chloride diffusion coefficients can be well coincident with the fitted calculated by the measured chloride concentrations.
The algorithm is based on the time dependent stream-function equation, with a Crank-Nicolson differencing scheme for the diffusion terms, and with an Adams-Bashforth scheme for the convection terms.
The generating functions of the model are based on the time dependent development of the capillary pore system of the hardened cement paste in concretes that is characterised by the water cement ratio as a practical simplification.
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Based on the time-dependent study, a growth mechanism can be proposed for these nanostructures.
Analytic design sensitivity is implemented based on the time-dependent adjoint method.
The likely formation mechanism of the porous microspheres is proposed based on the time-dependent experiments.
The theoretical modeling is based on the time-dependent Nernst-Planck equations.
The growth evolution process of the precursor is systematically investigated based on the time-dependent experiments.
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CEO of Professional Science Editing for Scientists @ prosciediting.com