Sun Jie, Ge Xinfeng, Zhou Ye, Liu Demin, Liu Juan, Li Gaiye, Zheng Yuan
Hohai University, Nanjing 210098, China.
Hohai University, Nanjing 210098, China.
Ultrason Sonochem. 2023 May;95:106399. doi: 10.1016/j.ultsonch.2023.106399. Epub 2023 Apr 5.
Sediment erosion frequently occurs in areas with high incidences of cavitation. The collaborative impact of abrasion and cavitation presents a host of challenges, threats, and damages to hydraulic engineering. However, little is known about the synergistic wear mechanism, and research conclusions remain inconsistent. In this work, relevant studies on synergistic erosion have been collected, classified, and analyzed. Presently, research on synergistic wear primarily operates at the macro and micro levels. The microscopic level enables the visualization and quantification of the process by which particles gain momentum from bubbles, the trajectory of particle acceleration, and the mechanism that triggers strong interactions between bubble-particle. At the macro level, erosion is understood as the summation of damage effects on the wall that is caused by the interaction between a plethora of bubbles of varying scales and numerous particles. The synergistic bubble-particle effect is reflected in the dual inhibiting or promoting mechanism. Furthermore, while numerical simulations could be realized by coupling cavitation, multiphase flow, and erosion models, their accuracy is not infallible. In the future, the dual role of particles, and particles driven by micro-jets or shock waves should be fully considered when establishing a combined erosion model. In addition, enhancing the influence of flow field and boundary parameters around bubbles and utilizing FSI would improve the predictive accuracy of erosion location and erosion rate. This work helps to elucidate the combined wear mechanism of hydraulic machinery components in sediment-laden flow environments and provides a theoretical basis for the design, manufacture, processing, and maintenance of hydraulic machinery.
泥沙侵蚀经常发生在空化现象高发的地区。磨损与空化的协同作用给水利工程带来了诸多挑战、威胁和损害。然而,对于协同磨损机制却知之甚少,研究结论也不一致。在这项工作中,收集、分类并分析了有关协同侵蚀的相关研究。目前,协同磨损的研究主要在宏观和微观层面开展。微观层面能够实现对颗粒从气泡获得动量的过程、颗粒加速轨迹以及触发气泡 - 颗粒间强相互作用机制的可视化和量化。在宏观层面,侵蚀被理解为由大量不同尺度的气泡与众多颗粒之间的相互作用对壁面造成的损伤效应之和。气泡 - 颗粒协同效应体现在双重抑制或促进机制中。此外,虽然通过耦合空化、多相流和侵蚀模型可以实现数值模拟,但其准确性并非绝对可靠。未来,在建立联合侵蚀模型时应充分考虑颗粒的双重作用以及由微射流或冲击波驱动的颗粒。此外,增强气泡周围流场和边界参数的影响并利用流固耦合(FSI)将提高侵蚀位置和侵蚀速率的预测精度。这项工作有助于阐明含沙水流环境中水力机械部件的联合磨损机制,并为水力机械的设计、制造、加工和维护提供理论依据。