【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.
【机 构】
：
齐齐哈尔大学 机电工程学院,黑龙江 齐齐哈尔 161006
论文部分内容阅读
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.
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