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Simulation of variably saturated soil water flow requires the use of pressure head, or soil moisture, or a switching between the two, as the primary variable for solving Richards' equation.
Aeration was identified as the primary variable affecting the process and at optimum levels; a maximum rhamnose concentration of 3.3 g/l, an emulsification index of 100% and a minimum surface tension of 26.0 mN/m was achieved.
The secondary end-points were assessed in the same way as the primary variable.
Duration of diarrhoea was chosen as the primary variable in the analyses.
Power analysis was performed using average VAS/NRS score during 24 h as the primary variable.
Sample size was estimated using pain scores (VAS) as the primary variable.
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Therefore, these methods are used here in conjunction with a Boundary Stress Recovery (BSR) technique, originally proposed by Hughes, which provides the same order of accuracy for the stress as for the primary variable.
Improvement in WOMAC index and improvement in time taken for the 50-foot walking test were analyzed using the same approach as for the primary variable.
The displacement vector and the calcium concentration of the pore fluid are taken as the primary variables of the coupled field problem.
For instance, in the two phase region, liquid phase pressure and saturation are commonly chosen as the primary variables; whereas in the single gas or liquid phase region, the saturation of the missing phase will be substituted by the concentration or mass fraction of one light component.
The protein abundances from each replicate analysis were used as the primary variables and 10 patient samples were considered as primary observations.
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