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It is hoped that the numerical calculation algorithm for the water-quality modeling presented in this paper can also be applied to other shallow rivers with similar topographical conditions.
The simulations and modeling presented in this paper have been done using Matlab.
Based on the numerical modeling presented in this section, we obtained a calibrated mass transfer model that can be used to predict mass transfer from this particular source zone.
The results of the atomistic modeling presented in this paper show that the adhesive strength (in terms of energy) between epoxy and silica is weakened in the presence of water through its interaction with epoxy.
According with statistical modeling, presented in Table 2, all additives obtained significant differences (p<0.05) in respect to negative control (cryoconservation only, indicated as "null"); some additives or their associations were also found significantly superior to others.
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This modelling approach is the base of all models presented in this section.
The mathematical model presented in Sect.
In terms of the model presented in Sect.
The energy model presented in [10] is adopted here.
The expected retrieval travel time model presented in Sect.
We adopt the system model presented in [5].
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