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Most numerical models are run and compared to data in a subjective manner.
Most numerical models applied to engineering and groundwater management problems are three dimensional.
Aerosol was not represented explicitly in most numerical models of the Earth's atmosphere on global or regional scales until the 1990s, despite its significance for clouds and climate.
This behavior lies beyond the realm of most numerical models used to computationally investigate and improve part geometry through finite element analysis of components.
The flow and evaporation of a single droplet on a surface have been studied extensively with most numerical models based on many assumptions and simplifications of the fluid flow [12, 13], droplet shape [14], and liquid evaporation [15].
One common approach in most numerical models is to use the classical Fick's law which simplifies the multicomponent diffusion fluxes by only considering the main-diffusion (diagonal) terms and neglecting the cross-diffusion (off-diagonal) terms in the diffusion matrix.
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Beach profile equilibrium is the principal concept assumed by most numerical modelling.
In most numerical modeling of the coseismic earthquake process, this strengthening process is neglected, because the contribution from the strengthening phase to fracture energy release is considered minor once the instability develops.
Since behaviour of braided composites is affected significantly by their micro- and meso-scale geometries, most numerical damage models were based on micro-mechanical responses of constitutive materials.
One of the most known numerical models is "Modflow" which is a three dimensional finite difference model oriented for ground water modeling.
Most existing numerical models are unable to reproduce these failure modes that may occur simultaneously or sequentially in a specimen, mainly due to difficulties in generating finite element meshes with a large number of randomly-oriented fibres.
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