超高分子量聚乙烯管道变形的测量方法
A measurement method used for deformed UHMWPE pipelines
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摘要: 为了检测埋地超高分子量聚乙烯(UHMWPE) 管道的变形情况, 开展了一种基于L(0, 2) 模态导波信号测量法的研究。介绍了该管道的3层结构及材料情况, 分析了管道单面变形缺陷的特点和各类不同模态导波传播的特性, 根据回波感应芯片接收到的盲板处反射信号时间起点确定轴向变形位置, 根据反射信号的时间差确定变形长度。研究结果表明: 在严控外界噪声以及其他非L(0, 2) 形式导波的干扰情况下, 基于导波信号的理论传输速度和波形计算出的变形起点位置和变形长度的误差率, 均在可接受范围内。此方法可以检测埋地UHMWPE管道的变形和凹陷情况, 便于企业人员对其开展管理和维护。Abstract: In this paper, a measurement method based on L(0, 2) modal guided wave signal was developed in order to detect the deformation of ultra-high molecular weight polyethylene (UHMWPE) pipeline outside the visual field. Three-layer structure and material of UHMWPE pipeline were introduced, the characteristics of single deformations and the propagation properties of various modals guided waves were analyzed. Axially deformed position was determined according to the time zero of the reflection signal on the blank plate received by the echo sensor chip, and the deformation length was determined according to the time difference of reflection signal. It is indicated that the error rates of deformation zero position and length calculated by wave form and theoretical transmission velocity based on guided wave signal are both within the acceptable range while the interference of external noise and other non-L(0, 2) guided waves is strictly controlled. This method can be used to measure the deformation and dents of the underground UHMWPE pipelines and it is convenient for operators to carry out management and maintenance.