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Second, the analytical results are complemented and validated by numerical results obtained based on numerous simulations of pedestrian flow from volume to exits.
Those much-cited computer models are composed of numerous simulations that individually account for naturally occurring variability.
Numerous simulations and analysis are given in this section.
In this section, numerous simulations are conducted to demonstrate the efficiency of the proposed scheme.
Numerous simulations were run to determine an appropriate hydraulic conductivity value for the Marx Creek model.
Finally, numerous simulations that emphasize the relevance of the approach are presented.
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Numerous numerical simulations are presented for different configurations.
The study accomplished numerous numerical simulations and showed good agreement with the theoretical expected results.
For this purpose, numerous numerical simulations are performed to investigate performance of the system with porous media.
Numerous numerical simulations and comparisons with other FOPID/PID controllers show that the CAS-FOPID controller can not only ensure good control performance with respect to reference input but also improve the system robustness with respect to model uncertainties.
The analysis is followed by a presentation of the obtained numerical results for numerous simulation scenarios.
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