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变孔径多孔集水管的水力设计
引用本文:陈水俤,张祥中,谢善斌.变孔径多孔集水管的水力设计[J].福州大学学报(自然科学版),2003,31(2):211-215.
作者姓名:陈水俤  张祥中  谢善斌
作者单位:福州大学土木建筑工程学院,福建,福州,350002
摘    要:由于管壁的摩擦阻力和管内流体速度沿轴向增大 ,多孔集水管内的压力沿轴向减小 .基于水力学原理推导出多孔集水管内各种变量间的无量纲关系式 ,并给出了变孔径多孔集水管水力设计的一种简易方法 .

关 键 词:多孔管  集水管  变孔径  水力设计
文章编号:1000-2243(2003)02-0211-05
修稿时间:2002年9月6日

The hydraulic design process of the perforated catch - pipe with variable aperture
CHEN Shui-di,ZHANG Xiang-zhong,XIE Shang-bin.The hydraulic design process of the perforated catch - pipe with variable aperture[J].Journal of Fuzhou University(Natural Science Edition),2003,31(2):211-215.
Authors:CHEN Shui-di  ZHANG Xiang-zhong  XIE Shang-bin
Institution:CHEN Shui-di, ZHANG Xiang-zhong, XIE Shang-bin (College of Civil Engineering and Architectures, Fuzhou University, Fuzhou, Fujian 350002, China)
Abstract:The pressure of the fluid inside the perforated catch-pipe will be decrease ceaselessly along the prolonged axis due to the friction of pipe wall and the increase of velocity of fluid. The dimensionless relationships between the variables inside the perforated catch-pipe have been deduced on the basis of hydraulic principle in this paper. Also the hydraulic design process of the perforated catch-pipe with variable aperture was given.
Keywords:perforated  catch-pipe  variable aperture  hydraulic design
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