Water Phase Change and Vapour Transport in Low Permeability Unsaturated Soils with Capillary Effects

Author(s):  
S. Olivella ◽  
A. Gens ◽  
J. Carrera
2016 ◽  
Vol 30 (2) ◽  
pp. 473-478 ◽  
Author(s):  
Ali D. Omidy ◽  
Francesco Panerai ◽  
Jean R. Lachaud ◽  
Nagi N. Mansour ◽  
Alexandre Martin

2010 ◽  
Vol 51 (6) ◽  
pp. 1264-1269 ◽  
Author(s):  
L. Huang ◽  
P. Noeres ◽  
M. Petermann ◽  
C. Doetsch

Author(s):  
Charlotte Wilhelmsson ◽  
Jinliang Yuan ◽  
Bengt Sunden

There are water vapour condensation and two-phase flow in plate heat exchangers when they are used as condensers. Water phase change and flow dynamics modelling is an important but complicated task due to large change in water physical/transport properties across the water liquid-vapour interface boundary. In particular, singular-link behaviour in governing equations is present due to the large step change in the density when computational fluid dynamics (CFD) is employed. Conventional methods using ensemble averaged parameters such as void fraction are impossible to be applied to cases where high-resolution calculations and detailed analysis are required. In this study, a CFD approach is employed to model water vapour condensation and two-phase flow in a channel relevant for plate heat exchanger parallel plates. The developed model is based on the governing equations which are directly solved for the entire single- and two-phase fields. The water phase change and two-phase flow are treated by employing a water liquid-phase fraction factor based on the total enthalpy in each computational cell. The factor is defined as the ratio of the total enthalpy differential to the latent heat of condensation. The thermal-physical properties, such as density, viscosity and conductivity of the two-phase region, are calculated and updated based on the calculated value of the liquid-phase fraction factor until a converged result is reached. It is concluded that, among others, the inlet vapour velocity has significant effects on the water phase change and two-phase flow in the channel, in terms of liquid-water fraction factor distribution.


2008 ◽  
Vol 59 (5) ◽  
pp. 939-949 ◽  
Author(s):  
A.-L. Lozano ◽  
F. Cherblanc ◽  
B. Cousin ◽  
J.-C. Bénet

2020 ◽  
Vol 2020 ◽  
pp. 1-11
Author(s):  
Sihao Liang ◽  
Jidong Teng ◽  
Feng Shan ◽  
Sheng Zhang

In recent studies, vapour transfer is reported to lead to remarkable frost heave in unsaturated soils, but how to better model this process has not been answered. In order to avoid the great uncertainty caused by the phase change term of vapour-water-ice in the numerical iteration process, a new numerical model is developed based on the coupled thermal and hydrological processes. The new model avoids using the local equilibrium assumption and the hydraulic relations that accounts for liquid water flow, which provides a new way for the water-heat coupling movement problem. The model is established by using COMSOL Multiphysics, which is a multiphysics simulation software through finite element analysis. The model is evaluated by comparing simulated results with data from column freezing experiments for unsaturated coarse-grained soils. Simulated values of the total water content compare well with experimental values. The model is proved to be applicable and numerically stable for a high-speed railway subgrade involving simultaneous heat and moisture transport. An agreement can be found between the predicted and measured frost/thawed depth and soil moisture profiles, demonstrating that the model is able to simulate rapidly changing boundary conditions and nonlinear water content profiles in the soil.


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