地面上向水射流破裂泄漏流量预测

Pub Date : 2022-01-01 DOI:10.1590/2318-0331.272220210139
Luísa Ciríaco Silva de Oliveira, I. L. Lima Neto
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引用次数: 1

摘要

摘要本文对颗粒床中向上水射流的行为进行了实验研究。试验条件包括空腔和烟囱两种工况。将我们的结果与文献数据相结合,可以拟合线性关系来描述床面无因次向上的水速度(u/ u)作为kFr的函数,其中Fr是弗劳德数,k是与介质颗粒直径d线性相关的拟合参数。还提出了一个阈值条件(kFr = 1)来预测烟囱状态的开始,这与已发表的数据一致。最后,导出了基于d、d和H的简单方程,用于预测地面向上破裂水射流的实尺度泄漏流量Q。获得的结果将有可能帮助水务公司估计地下管道的水损失。
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Prediction of leakage flow rate from upward water jets bursting at the ground
Abstract This paper presents experimental studies to explore the behavior of upward water jets in granular beds. The test conditions included both the cavity and chimney regime. Combining our results with data available in the literature, it was possible to fit a linear relationship to describe the dimensionless upward water velocity at the bed surface (u/U) as a function of kFr, in which Fr is the Froude number and k is a fitting parameter that was linearly related with the medium particle diameter d. A threshold condition (kFr = 1) was also proposed to predict the onset of the chimney regime, which was consistent with published data. Finally, a simple equation based on d, D and H was derived to predict the real-scale leakage flow rate Q from upward water jets bursting at the ground. The results obtained will potentially help water utilities estimate the water loss from underground pipelines.
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