Technical Papers
Sep 21, 2021

Erosion Wear on the Runner Shroud of a Francis Turbine

Publication: Journal of Energy Engineering
Volume 147, Issue 6

Abstract

Erosion wear is an important issue for a Francis turbine operating on rivers from the Himalayas, which directly hinders the utilization of hydropower. In this research, the severe erosion wear on the runner shroud of a Francis turbine is studied. The characteristics and physical mechanisms of the erosion wear on the runner shroud are investigated through numerical simulation using commercially available software. The results show that the runner shroud experiences heavy erosion wear, especially in the outlet region where the particle impact velocity is the fastest. The cross-flow and interblade vortex in the blade channel are major contributors to aggravating erosion on the shroud. They change the motion of the particle and cause more particles to accumulate on the shroud. Furthermore, this effect is ultimately attributed to the forces on the particle when moving in these flows. In the cross-flow, particles impact the shroud near the inlet at a slow velocity due to the drag force. In the interblade vortex, the slow particles are attracted to move around the vortex due to the fluid stress force and virtual mass force; when the particles are moving around the interblade vortex, they tend to impact the shroud at a high speed.

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Data Availability Statement

The code in OpenFOAM that supports the findings of this study is available from the corresponding author upon reasonable request.

Acknowledgments

The research is supported by the National Natural Science Foundation of China (Grant Nos. 51779186 and 51609177) and the Nature Science Foundation of Hubei Province (Grant No. 2018CFA010). The numerical calculations in this paper were computed on the supercomputing system in the Supercomputing Center of Wuhan University.

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Published In

Go to Journal of Energy Engineering
Journal of Energy Engineering
Volume 147Issue 6December 2021

History

Received: Mar 23, 2021
Accepted: Jul 29, 2021
Published online: Sep 21, 2021
Published in print: Dec 1, 2021
Discussion open until: Feb 21, 2022

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Authors

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Zilong Zhao [email protected]
Ph.D. Candidate, State Key Laboratory of Water Resources and Hydropower Engineering Science, and Hydropower Research Center for Himalaya Region, Wuhan Univ., 430072 Hubei, China. Email: [email protected]
Zhongdong Qian [email protected]
Professor, State Key Laboratory of Water Resources and Hydropower Engineering Science, and Hydropower Research Center for Himalaya Region, Wuhan Univ., 430072 Hubei, China (corresponding author). Email: [email protected]
Associate Professor, State Key Laboratory of Water Resources and Hydropower Engineering Science, and Hydropower Research Center for Himalaya Region, Wuhan Univ., 430072 Hubei, China. Email: [email protected]
Ph.D. Candidate, State Key Laboratory of Water Resources and Hydropower Engineering Science, and Hydropower Research Center for Himalaya Region, Wuhan Univ., 430072 Hubei, China. Email: [email protected]

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