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Emptying of Large-Scale Pipeline by Pressurized Air

机译:压缩空气排空大型管道

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Emptying of an initially water-filled horizontal PVC pipeline driven by different upstream compressed air pressures and with different outflow restriction conditions, with motion of an air-water front through the pressurized pipeline, is investigated experimentally. Simple numerical modeling is used to interpret the results, especially the observed additional shortening of the moving full water column due to formation of a stratified water-air "tail." Measured discharges, water-level changes, and pressure variations along the pipeline during emptying are compared using control volume (CV) model results. The CV model solutions for a nonstratified case are shown to be delayed as compared with the actual measured changes of flow rate, pressure, and water level. But by considering water-column mass loss due to the water-air tail and residual motion, the calibrated CV model yields solutions that are qualitatively in good agreement with the experimental results. A key interpretation is that the long air-cavity celerity is close to its critical value at the instant of minimum flow acceleration. The influences of driving pressure, inertia, and friction predominate, with the observed water hammer caused by the initiating downstream valve opening insignificantly influencing the water-air front propagation.
机译:实验研究了由不同的上游压缩空气压力和不同的流出限制条件驱动的最初充水的水平PVC管道的排空,同时空气-水锋通过加压管道运动。使用简单的数值模型来解释结果,尤其是由于形成分层的水-空气“尾巴”而观察到的移动全水柱的其他缩短。使用控制量(CV)模型结果比较在排空期间沿管道测得的流量,水位变化和压力变化。与未测得的流量,压力和水位的实际变化相比,对于非分层情况的CV模型解决方案显示出延迟。但是通过考虑由于水-空气尾部和残余运动造成的水柱质量损失,校正后的CV模型得出的解在质量上与实验结果吻合良好。一个关键的解释是,在最小流速加速的瞬间,长气腔速度已接近其临界值。驱动压力,惯性和摩擦的影响占主导地位,观察到的由下游下游阀门开度引起的水锤对水-空气前沿传播的影响很小。

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