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Dead-time analysis is accomplished through a dedicated numerical simulation application developed with the purpose of optimizing the digital architecture performance taking into account parameters such as the incident rate of events, the existence of pulse pile-up or the complexity of the processing algorithm used during the digital pulse processing.
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This was counter to the view (which is adapted in some reservoir engineering and numerical simulation applications) that relative permeability of each phase is equal to its saturation, that is, the relative permeability curves are straight with no immobile phase saturations.
A few numerical model simulation application examples are given to elucidate the link between theory and applications.
Numerical simulations and application are presented to demonstrate our theoretical results, to show the complex dynamics and application example of the model in Section 5.
The analytical model was verified by numerical simulations and application to an offshore oil field.
Numerical simulations with application to an autonomous underwater vehicle (AUV) demonstrate the effectiveness of the proposed method.
A numerical simulation and an application to an under-actuated mechanical system affirm the control performances.
MIJs with different dimple structures, including convex, concave, and mixed dimples, are compared with MIJs without dimples by numerical simulation and the application of the field synergy principle.
Comparison of the new water drive curve and the conventional one through numerical simulation and field application showed higher accuracy and better adaptability resulted from the new water drive curve, which solved the problems of upwarping and big prediction error in curves of ultra-high water cut stage.
Comparison of prediction with new water drive curve, conventional one, and methods in references 27 and 28 was done with numerical simulation and field application in two oilfields, which showed that the new water drive curve could fit the development data both at the high water cut and at the ultra-high water cut stage and characterize the upwarping trend at ultra-high water cut stage.
Results showing model validation in the context of direct numerical simulation (DNS), and model application in the context of LES, are presented.
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