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When the drill pipe rotates, each of those six flow patterns changes due to the Taylor vortex effect.
The extraction experiment results confirmed that the vortex effect of the 3-D microextractor could enhance the shear force and facilitate the production of droplets, consequently enhancing the extraction efficiency.
A single-stage cocurrent arrangement was described based on a three-dimensional (3-D) vortex microextractor using the vortex effect, and the 3-D microextractor was further modified to establish a countercurrent arrangement without any interstage pumps or check valves.
The results reveal that the settling rate is decreased with increasing the inner pipe rotation and the vortex effect created by inner pipe rotational, play a major role in the reduction of barite settlement.
The simulation results demonstrate that relatively strong vortex effect of assist gas at hole entrance and the drilling allowance of the substrate hole can deflect the trajectories of melt flow from leading edge TBC wall.
The results of a small-sized experiment showed that the blocking function of an enclosed layout for environmental wind was the highest, its vortex effect was the strongest, and its range of high gas concentration was the widest among the layouts.
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Additionally, the vortex effects are modeled as the external force E defined as (E = frac{1}{2}rho U^{2} DC_{text{D}}).
Table 6 Comparison of the maximum amplitudes of vibrations with and without considering vortex effects when random external loads are applied Maximum vibration amplitudes neglecting the vortex effects (m) Maximum vibration amplitudes taking into account the vortex effects (m) The structure with a TMD 2.59 × 10−4 3 × 10−4 The structure without a TMD 2.11 × 10−4 3.16 × 10−4 .
The vortex effects on the maximum amplitude of the oscillations are demonstrated in Table 6 when wind effects are modeled as sawtooth loads with random components.
Open image in new window Fig. 14 Structure response to the sawtooth loads when the vortex effects are taken into consideration (the overall response is enlarged).
Open image in new window Fig. 15 Responses of the structure and the TMD to random wind loads when vortex effects are taken into consideration.
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