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Monitoring of steel-lined pressure shafts using water-hammer records and wavelet filtering and decomposition

机译:使用水锤记录和小波滤波和分解监测钢衬压力轴的监测

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The failure of steel liner of pressure shafts of hydropower plants can have catastrophic consequences. The partial or total loss of the liner support's rigidity is characterized by a local change of the hydro-acoustic properties and creates reflection boundaries for the water waves. This paper presents a new monitoring method for detecting and locating weak reaches by processing reflected water-hammer waves at the boundaries of the shaft. These water-hammers are generated experimentally by a shut-off valve installed at the downstream end of a test pipe. The weak reaches are modeled by replacing the steel of the pipe's wall with aluminum and PVC materials. Different test pipe configurations are created by changing the position of these reaches along the test pipe. The monitoring procedure uses the Fast Fourier Transform and wavelet decomposition techniques to estimate the incident-reflection travel time between the pressure sensors and the weak reaches boundaries.
机译:水电站压力轴的钢结构失败可能具有灾难性的后果。衬里支撑刚性的部分或总损失的特征在于水力声学性质的局部变化,并为水波产生反射边界。本文通过在轴的边界处处理反射的水锤波来呈现用于检测和定位弱到达的新监测方法。通过安装在试管的下游端的截止阀,通过安装在实验上产生这些水锤。通过用铝和PVC材料更换管壁的钢来模拟弱达。通过改变这些到达沿着测试管道的位置来创建不同的测试管道配置。监控程序使用快速傅里叶变换和小波分解技术来估计压力传感器和弱达边界之间的入射反射行驶时间。

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