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It is important to point out that this model presented an extra flexibility when compared with the proposed method, namely the vertical and horizontal deformation of the towers.
The analytic model presented an analysis of the single-phase flow equation for incompressible fluid, in non-stress sensitive naturally fractured tectonic reservoirs.
The model presented an accuracy of 86% in pressure managed areas monitored by two sensors and a 67% in pressure managed area overseen by one sensor.
The quasi two-dimensional model presented an extreme situation: it could not be recalibrated for its frequency response to match the subject-specific model.
The suggested model presented an incipient melt fraction (IMF) map versus Al and Ta contents to predict a safe zone from incipient melting point of view during solutionizing treatment.
Although potential unknown confounding factors might be present, our model presented an adequate goodness of fit.
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The model presented a value of p = 0.55, which is not significant, thus confirming the validity of the model.
The concrete slab model presented a challenge because of its position on the ground and its planar shape.
Also, the proposed ANN model presented a mathematical relationship for the TEN and RIN to directly solve their equations.
The comparison shows that the improved model presented a best fit with the experimental results than the Frye Morris model (1975) model.
However, the RRP model presented a lower kinf (by about 0.32 0.52%Δk/k) than the NUP model.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com