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Using hexahedron continuum elements, satisfactory reproductions of the centrifuge experiments are achieved for flexural responses of the test pipes.
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 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.
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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.
We measured the BRV through fresh water and a brine mixture inside the test pipe at different pipe inclinations.
Water containing tracer particles was pumped into the test pipe, and then it flowed into the 100-L water tank.
To obtain oscillating motion of the test pipe, the experimental setup was designed.
Figure 8 depicts the dynamic kill predictions for water as the working fluid and five different gas speeds inside the test pipe.
In this study, the pipe fracture caused by static water pressure, gradually increasing pressure, and suddenly increasing pressure were compared experimentally in a breaking PVC 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.
The system is designed for implementation in a high pressure high temperature crude oil facility for measurements of the gas oil water distribution in a 3″ test pipe.
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