水力发电学报
            首 页   |   期刊介绍   |   编委会   |   投稿须知   |   下载中心   |   联系我们   |   学术规范   |   编辑部公告   |   English

水力发电学报 ›› 2023, Vol. 42 ›› Issue (10): 96-104.doi: 10.11660/slfdxb.20231009

• • 上一篇    下一篇

基于传递熵的穿管堤防结构振动传递路径分析

  

  • 出版日期:2023-10-25 发布日期:2023-10-25

Analysis of vibration transmission path of pipeline embankment structure based on transfer entropy

  • Online:2023-10-25 Published:2023-10-25

摘要: 穿管堤防工程结构复杂,运行过程中“水流-管道-堤防”三位一体的耦合振动,加之多源激励导致的噪声干扰,加大了穿管堤防结构振动传递路径识别难度。针对此问题,以广东省北江大堤穿堤管道工程为研究对象,联合传递熵理论和VMD-SVD降噪方法,实现穿管堤防结构振动路径分析。首先进行振源分析,在借助于仿真信号确定传递熵方法有效性后,采用VMD-SVD联合滤波方法对振动测试信号分离的每一个IMF自适应定阶,滤除振动噪声;最后基于传递熵理论对穿管堤防结构振动传递路径进行识别,同时借助于信息传递率定量验证传递熵识别路径的有效性。结果表明:不规则振动是以泵站机组为起始点,沿管轴线逐步向外传递,对于穿堤管段,管道的振动能量有42.4%传递至上部覆土层,仅有37.6%的振动能量继续沿管轴线向下传递。相关研究成果有助于寻找穿管堤防振动传递关键节点,为穿管堤防工程运行管理提供相应参考。

关键词: 穿管堤防, 传递熵, 信息传递率, 传递路径

Abstract: Pipeline embankment is a complex engineering structure; its coupled vibration of the "water flow-pipeline-embankment" trinity during operation-usually coupled with noise interference caused by multi-source excitation-makes it more difficult to identify its vibration transmission path. This paper presents a vibration path analysis for pipeline embankment structures based on the combination of the transfer entropy theory and VMD-SVD noise reduction method, with application to an embankment crossing pipeline project in Guangdong. First, a vibration source analysis is conducted, and the effectiveness of the transfer entropy method is verified through the simulated signals. Then, the VMD-SVD combined filtering method is used to determine adaptively the order of each IMF separated from the vibration test signal and to filter out vibration noise. Finally, based on the theory of transfer entropy, the vibration transmission path of the pipeline embankment structure is identified, and its correctness and efficacy are verified quantitatively with the help of information transmission rate. The results show that irregular vibration starts from the pumping station unit and gradually propagates outward along the pipeline axis. For the pipeline section passing over the embankment, 42.4% of its vibration energy is transmitted to the upper covering soil layer, and only 37.6% continues to propagate downward along the pipeline axis. This study helps identify the key nodes of vibration transmission in pipeline embankments, and is useful for the operation and management of pipeline embankments.

Key words: pipeline embankment, transfer entropy, information transmission rate, transmission path

京ICP备13015787号-3
版权所有 © 2013《水力发电学报》编辑部
编辑部地址:中国北京清华大学水电工程系 邮政编码:100084 电话:010-62783813
本系统由北京玛格泰克科技发展有限公司设计开发  技术支持:support@magtech.com.cn