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基于Hilbert-Huang变换的混流泵流动诱导振动试验
引用本文:李伟,季磊磊,施卫东,杨勇飞,平元峰,张文全.基于Hilbert-Huang变换的混流泵流动诱导振动试验[J].农业工程学报,2018,34(2):47-54.
作者姓名:李伟  季磊磊  施卫东  杨勇飞  平元峰  张文全
作者单位:江苏大学国家水泵及系统工程研究中心,镇江 212013,江苏大学国家水泵及系统工程研究中心,镇江 212013,江苏大学国家水泵及系统工程研究中心,镇江 212013,江苏大学国家水泵及系统工程研究中心,镇江 212013,江苏大学国家水泵及系统工程研究中心,镇江 212013,江苏大学国家水泵及系统工程研究中心,镇江 212013
基金项目:国家自然科学基金项目(51679111、51579118);江苏省自然科学基金项目(BK20161472);江苏高校优势学科建设工程资助项目(PAPD)
摘    要:混流泵水力诱导的机组振动是混流泵运行失稳的重要因素之一,为了研究混流泵水力激振诱导的机组振动情况,基于本特利408数据采集系统,测量获得了空载和负载工况下混流泵泵体和泵体基座不同位置处的振动信号,通过希尔伯特-黄变换对原始振动信号进行经验筛分分解,获得了不同模函数分量的频谱分布。研究结果表明,相比空载运行,混流泵负载工况运行时水力诱导的机组振动明显加剧,但在不同方向上,水力激振引起的振动各不相同。X方向上2个工况下的振动频谱分布基本相似,而在Y方向、Z方向和混流泵底座上,负载工况下波形的频带分布变窄,能量分布较为集中,且Z方向的原始振幅要明显大于Y方向,约为Y方向原始振幅的2倍。混流泵负载工况运行时,低频振动占据主要振动能量分布,使得不同模函数分量的主频向低频方向移动,水力诱导混流泵机组的振动以中低频振动为主。该研究可为有效降低或防止混流泵水力诱导的机组振动恶化提供参考。

关 键 词:  振动  信号分析  混流泵  空载  希尔伯特-黄变换
收稿时间:2017/7/2 0:00:00
修稿时间:2017/12/8 0:00:00

Experiment of flow induced vibration of mixed-flow pump based on Hilbert-Huang transform
Li Wei,Ji Leilei,Shi Weidong,Yang Yongfei,Ping Yuanfeng and Zhang Wenquan.Experiment of flow induced vibration of mixed-flow pump based on Hilbert-Huang transform[J].Transactions of the Chinese Society of Agricultural Engineering,2018,34(2):47-54.
Authors:Li Wei  Ji Leilei  Shi Weidong  Yang Yongfei  Ping Yuanfeng and Zhang Wenquan
Institution:National Research Center of Pumps, Jiangsu University, Zhenjiang 212013, China,National Research Center of Pumps, Jiangsu University, Zhenjiang 212013, China,National Research Center of Pumps, Jiangsu University, Zhenjiang 212013, China,National Research Center of Pumps, Jiangsu University, Zhenjiang 212013, China,National Research Center of Pumps, Jiangsu University, Zhenjiang 212013, China and National Research Center of Pumps, Jiangsu University, Zhenjiang 212013, China
Abstract:Abstract: The vibration induced by flow is one of the important factors to the instability of the mixed-flow pump. With the increase of the capacity and the size of mixed-flow pumps, the vibration of the hydraulic components attracts more attention from researchers and engineers. In order to study the vibration of mixed-flow pump induced by hydrodynamic force, based on the Bentley 408 data acquisition system, vibration signals in 3 directions (X, Y and Z) on the base under unloaded and designed flow conditions of the mixed-flow pump are tested and then analyzed using Hilbert-Huang transform (HHT). The original vibration signal is decomposed by EMD (empirical mode decomposition) using the Hilbert-Huang transform, and the spectral distribution of the different mode function components is obtained. The decomposed signal contains intrinsic modulus with 11 different orders and one residual. The acquired intrinsic modulus represents vibration signal with different frequencies, except the Intrinsic mode function 11 and the residual, which show no periodic characteristics. The results show that the vibration under loaded condition is significantly increased compared with the unloaded operating condition, but the vibrations caused by the hydraulic excitation differ in different directions. When the mixed-flow pump is working under designed operating condition, the low frequency vibration occupies the main vibration energy distribution, making the main mode of the different mode function components move to the low frequency direction, and the hydraulic induced vibration is dominated by the middle and low frequency vibration. In the X direction, the vibration spectrum distribution is similar in the 2 cases, while in the Y and Z direction and on the base of mixed-flow pump the frequency distribution of the waveform is narrowed and the energy distribution is concentrated under loaded condition. Under both loaded and unloaded conditions, the main frequency of the spectrum moves toward the low frequency region with the increase of the modulus order. The difference of the frequency spectrum under loaded and unloaded conditions is more obvious for the intrinsic modulus with lower order, namely Intrinsic mode function 1-3. Under unloaded condition, frequency spectrum of the Intrinsic mode function 1-3 reaches the highest value near 600 Hz; while under loaded operating condition, the position for the peak values moves from 900 to 300 Hz for the spectrum of the intrinsic modulus of the first 3 orders. For the other intrinsic moduli, the peak of the frequency spectrum is distributed below 200 Hz, which indicates that the vibration induced by flow is mainly composed of low and middle frequency vibrations. Compared with the frequency spectrum of vibration signal under unloaded condition, the distribution of vibration spectrum under loaded operating condition is narrower, and the power distribution of the vibration is more concentrated, indicating that the vibration induced by flow increases the vibration of the pump and the hydraulic vibration makes the main frequency of the pump vibration move toward the low frequency region in the frequency spectrum. In the original spectrum under loaded operating condition, the amplitude of the vibration spectrum is higher in the region of 200-600 Hz, which indicates that the vibration power is high in this frequency section, and the vibration caused by hydraulic force is greater there. According to the original vibration signal on the base of the pump, it was found that in the frequency region from 0 to 400 Hz, the amplitude of the vibration spectrum under loaded operating condition is 2 times higher than that of other frequencies, which indicates that low frequency vibration occupies the vibration on the base of the mixed-flow pump. The research results have important engineering application value and theoretical guidance for effectively reducing or preventing the vibration of mixed-flow pumps.
Keywords:pumps  vibrations  signal analysis  mixed-flow pump  unloaded condition  Hilbert-Huang transfor
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