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Open image in new window Fig. 4 Test setup of plug processes Table 2 Test parameters Inner diameter of the test pipe, mm Outer diameter of the test pipe, mm Water density ρ water, kg m−3 Water viscosity µ water, kg ms−1 Inlet velocity w 0, m s−1 Test pressure P test, MPa Reynolds number Re 25 30 1000 0.001003 1 0.1 25,925.
To obtain oscillating motion of the test pipe, the experimental setup was designed.
Water containing tracer particles was pumped into the test pipe, and then it flowed into the 100-L water tank.
We measured the BRV through fresh water and a brine mixture inside the test pipe at different pipe inclinations.
Figure 8 depicts the dynamic kill predictions for water as the working fluid and five different gas speeds inside the test pipe.
Bi-optical fiber probe signals at different radial positions and leading and rear half-ring conductance sensor fluctuation signals are collected in a 20 mm ID test pipe.
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Using hexahedron continuum elements, satisfactory reproductions of the centrifuge experiments are achieved for flexural responses of the test pipes.
The quasi-static zone, the dynamic zone, and the transition zone are defined through the results of those experiments, with consideration of the fracture patterns of test pipes and impulses.
Laboratory experiments have been carried out in test pipes that are geometrically similar to perforated liners used in horizontal wells to investigate different pressure drop effects in a horizontal wellbore.
The internal diameter of the tested pipe was 30 mm.
In case two, the length of the tested pipe in experiments was 0.6 m with the outer diameter being 0.10 and 0.11 m, respectively.
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