The physical problem involves a two dimensional model including the momentum, heat and mass transport equations in both air and desiccant liquid channels.
The quality of the simulation results from reduced-dimensional models, including the cell voltage and the distributions of current density and relative humidity, are assessed.
Full three-dimensional models include varying details and geometrical complexities have also been built using the FE method by Kolston and Ashmore [ 86] and Böhnke and Arnold [ 85].
The results are illustrated by application to a one-dimensional model, including convection and reaction.
With this aim, a 1-dimensional model, including energy spread and Microwave Instability (MI) effects, has been implemented in a numerical code.
A finite-dimensional model, including couplings of axial and transverse vibrations, and of elastic deformations and rigid motions, is obtained by the finite element method.
Although the sites were distributed on a grid, Ogawa's (1987a) data were still interpreted qualitatively because realistic three-dimensional modeling including the conductive ocean for TF data has long proved difficult.
This method sets up a three-dimensional model, including the foundation soil, immersed tube tunnel, and soft joints, but there are disadvantages such as a larger workload and poor adaptability of the super-long immersed tube tunnels [77, 78].
Of course, this conclusion obtained in two dimensions and with the assumption of plane strains could be different with a three-dimensional model including the main faults present in the reservoir.
