Analysis of Vibration Causes in Main Steam Drainage Pipeline on Turbine Side of a Power Plant

Abstract Excessive vibration was observed in the main steam drainage pipeline on the turbine side of a power plant. Through inspections of the pipeline support system and vibration monitoring at selected measurement points, this paper investigates the root causes and proposes mitigation measures. The analysis reveals that the vibration amplitude of the drainage pipeline in Unit #1 is significantly higher than that in Unit #2, primarily attributed to the longer spring hanger rods, insufficient positional restraints, and excessive pipeline length, which collectively reduce the structural stiffness and increase flexibility of the drainage system. To suppress vibrations, a combined approach is recommended: enhancing system stiffness (e.g., optimizing hanger configurations) and installing viscoelastic dampers to dissipate vibration energy.

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Publication Details

Journal
Journal of Physics Conference Series
Published
2025-08-01
DOI
https://doi.org/10.1088/1742-6596/3074/1/012030
Primary Topic
Non-Destructive Testing Techniques
Type
article
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article

Analysis of Vibration Causes in Main Steam Drainage Pipeline on Turbine Side of a Power Plant

Baicheng Liu, Quanfu Zhang, Kaitong Li, Binghong Li et al.
Journal of Physics Conference Series
Non-Destructive Testing Techniques
article

Analysis of Vibration Causes in Main Steam Drainage Pipeline on Turbine Side of a Power Plant

Baicheng Liu, Quanfu Zhang, Kaitong Li, Binghong Li, Hong Lv, Gang Wang, Junhao Zhang, Mingju Sun, Y. Niu
article en

Abstract

Abstract Excessive vibration was observed in the main steam drainage pipeline on the turbine side of a power plant. Through inspections of the pipeline support system and vibration monitoring at selected measurement points, this paper investigates the root causes and proposes mitigation measures. The analysis reveals that the vibration amplitude of the drainage pipeline in Unit #1 is significantly higher than that in Unit #2, primarily attributed to the longer spring hanger rods, insufficient positional restraints, and excessive pipeline length, which collectively reduce the structural stiffness and increase flexibility of the drainage system. To suppress vibrations, a combined approach is recommended: enhancing system stiffness (e.g., optimizing hanger configurations) and installing viscoelastic dampers to dissipate vibration energy.

Journal of Physics Conference SeriesVol. 3074(1)
Henan Energy & Chemical Industry Group (China) (CN), Nanyang Institute of Technology (CN), China Huadian Corporation (China) (CN)
Openalex Percentile: Top 79%
Non-Destructive Testing Techniques
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