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Investigation of sludge disintegration using rotor-stator type hydrodynamic cavitation reactor

机译:转子定子型流体动力空化反应器研究污泥崩解

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摘要

The sludge disintegration performance of a rotor-stator type hydrodynamic cavitation reactor (HCR) was experimentally investigated. First, the cavitation-generation mechanism was revealed using flow visualization and thermal performance was evaluated. To determine the effects of cavitation (including thermal energy) and shear stress on sludge disintegration, the performance of the HCR with and without the dimples and temperature control was analyzed. Finally, the effects of the operating conditions on the sludge disintegration performance were evaluated via a full factorial design of varying inlet pressures and rotational speeds. The main assessment factors for the sludge disintegration performance were analyzed such as particle decomposition and solubilization performance. The results indicated that when dimples were present and there was no temperature control, the reduction of sludge particles increased by 50%-80%. Additionally, the disintegration performance increased with the rotational speed and was minimized at the highest inlet pressure.
机译:实验研究了转子定子型流体动力空化反应器(HCR)的污泥崩解性能。首先,使用流动可视化显示空化发电机制,并评估热性能。为了确定空化(包括热能)和剪切应力对污泥崩解的影响,分析了HCR的性能,无凹槽和温度控制。最后,通过不同的入口压力和转速的完整因子设计评估了操作条件对污泥崩解性能的影响。分析了污泥崩解性能的主要评估因子,例如颗粒分解和溶解性能。结果表明,当存在凹坑并且没有温度控制时,污泥颗粒的还原增加了50%-80%。另外,崩解性能随着旋转速度而增加,并在最高入口压力下最小化。

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