穿孔配水管异孔径开孔方法的探讨  

DISCUSSION ON APERTURE-VARIED OPENING METHOD OF PERFORATED DISTRIBUTING WATER PIPE

作　　者：杨海涛[1] 完颜华[1] 王志芳 李海鹏[3] 

机构地区：[1]兰州交通大学环境与市政工程学院,甘肃兰州730070 [2]山东绿泉环保工程有限公司,山东济南250100 [3]山东省经济管理干部学院,山东济南250014

出　　处：《环境工程》2008年第5期65-67,共3页Environmental Engineering

摘　　要：针对目前开孔管配水中存在的配水不均匀和能耗过高等问题,基于薄壁孔口出流的原理,提出了穿孔配水管异孔径开孔的方法,并对其可行性进行分析,且推导出穿孔配水管异孔径开孔孔口直径的水力计算公式。结合工程实例,提出穿孔管的分段异口径等距开孔的计算方法,为穿孔管在实际工程中的应用提出一套新的可行方案。Aiming at the problem of the uneven distributing water and the higher energy consumption on the perforated pipe distributing water at present,it is analysed the feasibility of aperture-varied opening method of perforated distributing water pipe on the basis of sharp-edge orifice outflow principle,and deduced the formula of hydraulic calculation of aperture-varied opening orifice.Considering the actual problems in engineering application,it is also put forward the calculation method of segment-equidistant aperture-varied opening on perforated pipe.A set of new schemes for the application of perforated pipe in practical project are proposed.

关 键 词：异孔径穿孔管 水力计算 分段开孔 

分 类 号：TU991[建筑科学—市政工程]