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In-situ ultrasonic thickness measurement of underground water mains

机译:地下水总管的现场超声测厚

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Abstract: In North America, most of the water mains pipes have been fabricated with either cast or ductile iron. It is well known that unprotected iron water mains are prone to corrosion resulting sometimes in serious metal loss and even major water leaks. At present time, water utilities have thus to replace parts of their water distribution pipes ont he basis of their average age, the number of breaks per kilometer per year, the hydraulic efficiency and water quality. In this paper, an ultrasonic technique which will enable the in-situ measurement of the pipe wall thickness is presented as an alternative to these inaccurate criteria. Such a technique can be used to map the defects along a water main and to evaluate their severity even if a mortar lining has been used to avoid the formation of tubercles. This technique uses water as the ultrasonic couplant and will not notably disturb the flow. The novelty of the approach relies on the use of a specialized model for ultrasonic propagation in multilayers coupled with a variable gain amplifier which increases significantly the dynamic range of the ultrasonic measurement systems. This system has been successfully used to produce images of corroded or graphitized areas in cast iron pipes of 6 inches nd 8 inches in diameter. The ultrasonic images agree well with the corresponding optical images. Thickness measurements have been also performed on water mains specimens around the defects found. The results indicate that the remaining iron thickness in the corroded regions can be estimated, in most cases, after proper signal processing. !7
机译:摘要:在北美,大多数水管都是用铸铁或球墨铸铁制造的。众所周知,未经保护的铁水总管容易受到腐蚀,有时会导致严重的金属损失,甚至出现严重的漏水现象。因此,目前,自来水公司必须根据平均年龄,每年每公里的中断次数,水力效率和水质来更换部分配水管。在本文中,提出了一种超声波技术,该技术可以现场测量管壁厚度,以替代这些不准确的标准。即使已使用砂浆衬里来避免结节的形成,这种技术也可用于绘制沿水管的缺陷并评估其严重性。该技术使用水作为超声耦合剂,并且不会显着干扰流量。该方法的新颖性取决于使用专门的模型在多层中超声传播,并结合了可变增益放大器,从而显着增加了超声测量系统的动态范围。该系统已成功用于在直径为6英寸至8英寸的铸铁管中产生腐蚀或石墨化区域的图像。超声图像与相应的光学图像很好地吻合。还对发现的缺陷周围的水管标本进行了厚度测量。结果表明,在大多数情况下,经过适当的信号处理后,可以估算出腐蚀区域中的剩余铁厚度。 !7

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