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首页> 外文期刊>International Journal of Heat and Mass Transfer >Critical heat flux enhancement of pool boiling with adaptive fraction control of patterned wettability
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Critical heat flux enhancement of pool boiling with adaptive fraction control of patterned wettability

机译:通过模式化润湿性的自适应分数控制,提高池沸腾的临界热通量

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Conventional patterned wettability with a periodic checkerboard pattern shows intermediate critical heat flux (CHF) between uniform hydrophilic and hydrophobic surfaces. To solve this high superheat problem and maintain the high CHF, we propose adaptive fraction control of the pitch of hydrophobic dots. With actual heat source, the temperature distribution is the highest at the center and decreases as the radius from the center increases. Patterned wettability in the high temperature region is created with a low area fraction of hydrophobic dots, while the area fraction gradually increases with distance from the center. Using this adaptive fraction control, CHF can be avoided in the center region and superheat can be dropped for nucleation in the outer region at low temperature. However, if the concentration gradient of hydrophobic dots is too large, nucleation at the center of surface will be suppressed and boiling crisis will occur in the outer region. Therefore we also optimized the concentration of hydrophobic dots with respect to CHF and start of nucleation. In this research, a multiphase single component lattice Boltzmann model was used for the simulation. The simulation model is modified to establish heterogeneous wettability. The effects of size and concentration of hydrophobic dots are analyzed by observing the tendency of CHF, superheat, and local Nusselt number.
机译:具有周期性棋盘图案的常规图案润湿性显示出均匀的亲水表面和疏水表面之间的中间临界热通量(CHF)。为了解决这个高过热问题并保持高CHF,我们提出了疏水点间距的自适应分数控制。对于实际的热源,温度分布在中心处最高,并且随着距中心半径的增加而降低。疏水区域的面积分数低,可在高温区域形成图案化的润湿性,而面积分数随距中心的距离逐渐增加。使用这种自适应分数控制,可以避免在中心区域产生CHF,并且可以降低过热,从而在低温下在外部区域形成核。然而,如果疏水点的浓度梯度太大,则在表面中心的成核作用将被抑制,并且在外部区域将发生沸腾危机。因此,我们还优化了相对于CHF和成核开始的疏水点浓度。在这项研究中,多相单组分晶格玻尔兹曼模型用于仿真。修改模拟模型以建立非均质的润湿性。通过观察CHF,过热和局部Nusselt数的趋势来分析疏水点的大小和浓度的影响。

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