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Sand erosion modeling in generic compressor rig testing

Published online by Cambridge University Press:  03 August 2022

L. Y. Jiang*
Affiliation:
National Research Council Canada, Ottawa, Ontario K1A0R6, Canada
X. Wu
Affiliation:
National Research Council Canada, Ottawa, Ontario K1A0R6, Canada
Q. Yang
Affiliation:
National Research Council Canada, Ottawa, Ontario K1A0R6, Canada
*
Corresponding Author. Email: lei-yong.jiang@nrc-cnrc.gc.ca
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Abstract

Based on erosion coupon tests, a sand erosion model for 17-4PH steel was developed. The developed erosion model was validated against the results of compressor erosion tests from a generic rig and from other researchers. A high-fidelity computational fluid dynamics (CFD) model of the test rig was built, a user-defined function was developed to implement the erosion model into the ANSYS CFD software, and the turbulent, two-phase flow-field in multiple reference frames was solved. The simulation results are consistent with the test results from the compressor rig and with experimental findings from other researchers. Specifically, the sand erosion blunts the leading edge, sharpens the trailing edge and increases pressure-surface roughness. The comparisons between the experimental observations and numerical results as well as a quantitative comparison with three other sand erosion models indicate that the developed sand erosion model is adequate for erosion prediction of engine components made of 17-4PH steel.

Information

Type
Research Article
Copyright
© The Author(s), 2022. Published by Cambridge University Press on behalf of Royal Aeronautical Society
Figure 0

Figure 1. Schematic of the RMC compressor erosion test rig [6].

Figure 1

Figure 2. Cross-section-view of the RMC compressor erosion rig test section [3].

Figure 2

Figure 3. The V103 blade profile.

Figure 3

Figure 4. Computational domain and mesh, (a) the whole domain and mesh, (b) the rotor section mesh, and (c) the mesh across rotor middle section.

Figure 4

Table 1. Test rig operating conditions

Figure 5

Table 2. Particle distribution by size and weight for Barton UT220 garnet abrasive

Figure 6

Figure 5. Variation of CORt and CORn with particle impact angle.

Figure 7

Table 3. Erosion model parameters

Figure 8

Figure 6. A simple two-pipe flow to check erosion model implementation, (a) the flow field and a particle trajectory, and (b) the particle impact angle α.

Figure 9

Figure 7. Comparison between the computed and modeled erosion rates.

Figure 10

Figure 8. Contours of velocity magnitude, Mach number and static pressure at the symmetric plane.

Figure 11

Figure 9. Contours of velocity magnitude, Mach number and static pressure, as well as absolute vectors across the mid-span of the test blade.

Figure 12

Figure 10. Contours of velocity magnitude, Mach number and static pressure, as well as absolute vectors across the mid-tip-clearance over the test blade.

Figure 13

Figure 11. Contours of velocity magnitude, Mach number and static pressure at the mid-cross-section of the slot.

Figure 14

Figure 12. Typical particle trajectories around the test blade for d = 115, 68.5 and 22.5 $\unicode{x03BC}$m, coloured in red, green, and blue lines, respectively.

Figure 15

Figure 13. Typical flow path-lines around the test blade.

Figure 16

Figure 14. Typical particle trajectories through the cone and rotor sections for d = 115, 68.5 and 22.5 $\unicode{x03BC}$m, coloured in red, green, and blue lines.

Figure 17

Figure 15. Particle trajectories through the rotor inlet cross-section, d = 115, 68.5 and 22.5 $\unicode{x03BC}$m, coloured in red, green, and blue.

Figure 18

Figure 16. Sand accretion rate distribution on the pressure side.

Figure 19

Figure 17. Sand accretion rate distribution on the suction side.

Figure 20

Figure 18. Test blade rear pressure surface: (a) before erosion, (b) after five hours of erosion (scale in 1 mm per increment and 8x magnification).

Figure 21

Figure 19. Sharpened trailing edge of the test blade: (a) before erosion, (b) after five hours of erosion (scale in 1 mm per increment and 6.3x magnification).

Figure 22

Figure 20. Velocity magnitudes of particles impacting the blade pressure side.

Figure 23

Figure 21. Velocity magnitudes of particles impacting the blade suction side.

Figure 24

Figure 22. Particle diameters impacting the blade pressure side.

Figure 25

Figure 23. Particle diameters impacting the blade suction side.

Figure 26

Figure 24. Contours of sand particle accretion rate, impinging velocity and diameter near the leading edge.

Figure 27

Figure 25. Blade leading cross-section profile after 5 hours of testing (scale in 1 mm per increment and 40x magnification).

Figure 28

Figure 26. Sand local erosion rate on the blade pressure side.

Figure 29

Figure 27. Sand local erosion rate on the blade suction side.

Figure 30

Table 4. Sand local erosion rate and blade mass loss