供水管道泄漏信号检测系统设计
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1.南昌航空大学 信息工程学院,南昌 330063;2. 宁波水表(集团)股份有限公司,宁波 315032

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TP274

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Design of leakage signal detection system for water supply pipeline
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1. College of Information Engineering, Nanchang Hangkong University, Nanchang 330063, China; 2. Ningbo Water Meter(Group) Co.,Ltd, Ningbo 315032, China

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    摘要:

    针对供水管道泄漏信号检测与泄漏点定位问题,设计了一种基于压电加速度传感器的供水管道泄漏信号检测系统。检测系统由两个振动信号采集终端和基于Matlab的上位机软件组成。从泄漏信号特点出发,对振动信号采集终端的前置信号转换电路、带通滤波电路和ADC数据采集电路进行了分析和设计。同时,对单片机程序和上位机软件的设计原理和功能进行了分析说明。采用VC-02振动校准仪和模拟供水管网,对系统的微弱振动信号采集功能和泄漏点定位功能进行了测试。测试结果表明,系统能准确采集加速度不低于0.01g(1g=9.80m/s^2)的微弱振动信号,对10m长的UPVC管道进行泄漏点定位的最大相对误差为3.97%,平均相对误差为3.51%。

    Abstract:

    Aiming at the problem of water supply pipeline leakage signal detection and leakage point location, a leakage signal detection system for water supply pipeline is designed. The system is composed of two vibration signal acquisition terminals and upper computer software based on MATLAB. Based on the characteristics of leakage signal, the pre signal conversion circuit, band-pass filter circuit and ADC data acquisition circuit of vibration signal acquisition terminal are analyzed and designed. At the same time, the design principle and function of MCU program and upper computer software are analyzed and explained. VC-02 vibration calibrator and simulated water supply network are used to test the system functions of weak vibration signal acquisition and leakage point location. The test results show that the system can accurately collect the weak vibration signal with acceleration not less than 0.01g (1g = 9.80m / s ^ 2). The maximum relative error of locating the leakage point of 10m UPVC pipeline is 3.97%, and the average relative error is 3.51%.

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肖梓铭,赵文龙,娄嘉骏.供水管道泄漏信号检测系统设计[J].电子测量技术,2021,44(24):85-90

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  • 在线发布日期: 2024-07-02
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