摘要
为解决并联水力旋流器分离效率下降的问题,设计了水力旋流器并联新式公共液斗。对于液斗底流口直径的大小,设计了8,12,16 mm三种不同结构,应用CFD技术分析比较了三种不同结构的流场稳定性。在流量相同的情况下,速度分布的对称性随着底流口增大而变差;而分析相同流量下不同结构的湍流强度,在不同入口流速下,12 mm结构的湍流强度平均值要小于16 mm与8 mm。
In order to solve the problem of decreasing separation efficiency of parallel hydrocyclones,a new bin structure of parallel hydrocyclones is designed.For the diameter of the underflow port of the bin structure,three different structures of 8 mm,12 mm and 16 mm are designed,and the flow field stability for the three structures is analyzed and compared with CFD.Under the same flow rate,the symmetry of velocity distribution becomes worse with the increase of underflow port;and the average turbulence intensity of 12 mm structure is less than 16 mm and 8 mm under different inlet velocities.
作者
敖兴友
刘秀林
康大地
罗蓉
刘宗浩
姚翔
AO Xing-you;LIU Xiu-lin;KANG Da-di;LUO Rong;LIU Zong-hao;YAO Xiang(School of Mechanical and Electrical Engineering,Qiqihar University,Heilongjiang Qiqihar 161006,China)
出处
《齐齐哈尔大学学报(自然科学版)》
2022年第2期11-14,共4页
Journal of Qiqihar University(Natural Science Edition)
基金
黑龙江省省属高等学校基本科研业务费科研项目(135509209)
齐齐哈尔市科技计划创新激励项目(CGYGG-2020002)
黑龙江省大学生创新训练项目(202110232054)。
关键词
水力旋流器
并联公共液斗
CFD
湍流强度
hydrocyclone
parallel common liquid bucket
CFD
turbulence intensity