干空气与流经倒u型管的水-液混合在电厂凝汽器中的应用

K. Yousef, A. Hegazy, A. Engeda
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引用次数: 1

摘要

本文采用混合多相流和湍流模型,对垂直倒u型管内干空气/水-液和两相流混合进行了计算流体动力学(CFD)模拟。本研究旨在探讨干空气/水/液在倒u管内流动时的流动行为及其潜在的一些物理机制。水通过倒u型管流动,干空气通过水向下流动后安装的侧管夹带。倒置u型管在水质量流量为2、4、6和8 kg/s,空气质量流量为0.000614-0.02292 kg/s,干空气体积分数为0.2-0.9的条件下进行试验。将所得结果与实验数据进行了比较,验证了模型的正确性。结果表明,当水质量流量为2 kg/s时,倒置u型管上部存在旋涡和紊流强度扰动,这是指侧管夹带气流。当空气质量流量在0.00736 kg/s左右,空气体积分数αa = 0.75时,这些扰动开始趋于稳定。这意味着,如果空气质量流量增加超过这个限制,空气夹带可能会被阻塞。水质量流量为4 kg/s时,在空气质量流量为0.00368 kg/s且αa = 0.43之前,扰动基本不明显,此后趋于稳定。当水质量流量为4 kg/s时,在此点之后,增大空气质量流量可能会阻塞水流,整个倒u型管系统可能会停止流动。因此,本研究能够估计稳定空气夹带过程所需的操作条件和质量比。在这些操作条件之外,空气夹带可能被阻塞,整个系统停止正常的诱导重力流。此外,本研究证明,在目前的几何构型下,倒u型管能够产生高达53.382 kPa的真空压力。倒置u型管产生的低压可用于在真空条件下工作并需要连续排出干燥空气和不可冷凝气体的工程应用。此外,这些发现激发了利用倒u型管的空气疏散目的,以减少电力消耗的发电厂。
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Mixing of Dry Air With Water-Liquid Flowing Through an Inverted U-Tube for Power Plant Condenser Applications
This paper presents a Computational Fluid Dynamic (CFD) simulation for dry air/water-liquid and two-phase flow mixing in a vertical inverted U-tube using the mixture multiphase and turbulence models. This study is to investigate the flow behaviors and underlying some physical mechanisms encountered in dry air/water-liquid flow in the inverted U-tube. Water flows through the inverted U-tube while the dry air is entrained using the side-tube installed after the water flow downward. The inverted U-tube is tested at water mass flow rates of 2,4,6 and 8 kg/s, air mass flow rates, 0.000614–0.02292 kg/s, with dry air volume fractions 0.2–0.9. The obtained results are compared with the experimental data for model validation and the present CFD model is able to give an acceptable agreement. Also, the results show that, at water mass flow rate of 2 kg/s, there are vortices and turbulent intensity disturbances are noticed at the inverted U-tube higher part, which refers to an air entrainment occurrence from the side-tube. Theses disturbances starts to be stabilized at air mass flow rate around 0.00736 kg/s and air volume fraction, αa = 0.75. This means, if the air mass flow rate increases above this limit, the air entrainment may be blocked. On the other side, at water mass flow rate of 4 kg/s, there are little noticed disturbances until air mass flow rate of 0.00368 kg/s and αa = 0.43 and thereafter stabilized. After this point for water mass flow rate of 4 kg/s, increasing air mass flow rate may block the water flow and the whole inverted U-tube system possible stop flowing. Therefore, this study is able to estimate the required operational conditions and mass ratios for stable air entrainment process. Beyond these operational conditions, air entrainment may be blocked and the whole system discontinues its normal induced gravitational flow. In addition, this study proves that the inverted U-tube is able to generate a vacuum pressure up to 53.382 kPa based on the present geometrical configuration. This generated low-pressure by the inverted U-tube can be used for engineering applications which are working under vacuum and need continuous evacuating form the dry air and non-condensable gases. Furthermore, these findings motivate the utilizing of inverted U-tube for the air evacuation purposes for less power consuming in power plants.
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