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Experimental Study on Particle Erosion Failure of Abrupt Pipe Contraction in Hydraulic Fracturing
- Source :
- Journal of Failure Analysis and Prevention. 18:382-391
- Publication Year :
- 2018
- Publisher :
- Springer Science and Business Media LLC, 2018.
-
Abstract
- Erosion damage is one of the main factors leading to failure of pipeline in oil field, especially for sudden contraction section under solid–liquid two-phase flow in hydraulic fracturing. In this article, a laboratory experiment was carried out to analyze the effects of pipe flow velocity, particle concentration and pipe inner diameter ratio on particle erosion of the reducing wall in high-viscosity liquid. The results show that the erosion rate and erosion distribution are different not only in radial direction but also in circumferential direction of the sample. The upper part of sample always has a minimum erosion rate and erosion area. Besides, the erosion rate of reducing wall is most affected by fluid flow velocity, and the erosion area is most sensitive to the change in the diameter ratio. Meanwhile, the erosion rate of reducing wall in cross-linked fracturing fluid is mainly determined by the fluid flowing state due to the high viscosity of the liquid. In general, the increase in flow velocity and diameter ratio not only causes the expansion of erosion-affected flow region in sudden contraction section, but also leads to more particles impact the wall.
- Subjects :
- Mechanical Engineering
02 engineering and technology
Mechanics
Radial direction
Pipe flow
Particle erosion
020303 mechanical engineering & transports
Hydraulic fracturing
020401 chemical engineering
0203 mechanical engineering
Flow velocity
Mechanics of Materials
Solid mechanics
Fluid dynamics
General Materials Science
0204 chemical engineering
Oil field
Safety, Risk, Reliability and Quality
Geology
Subjects
Details
- ISSN :
- 18641245 and 15477029
- Volume :
- 18
- Database :
- OpenAIRE
- Journal :
- Journal of Failure Analysis and Prevention
- Accession number :
- edsair.doi...........97d53afc5a0202b3ed5a4fdfbcb339a6