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真空排污系统管网的铺设
引用本文:周敬宣,郑慧明.真空排污系统管网的铺设[J].环境工程,2000,18(3):22-24.
作者姓名:周敬宣  郑慧明
作者单位:华中理工大学环境科学与工程系,武汉,430074
基金项目:湖北省武汉市科技局科研项目,,
摘    要:污水在压差的作用下 ,向前运动一段时间后 ,回落到各提升段的低洼处 ,所引起的激励波继续向前传播 ,激发前方静止的污水再次运动起来。这样经多次提升 ,污水越过上坡进入收集罐。由于只考虑向下坡度小于 2 %的管线的摩擦损失及各提升段的静压头损失 ,因此 ,根据不同的系统运行水平 ,污水提升高度可达 4.5~ 6m ,输送距离可达4km。

关 键 词:污水  管网铺设  上坡提升  摩擦损失  静压头损失

LAYING OF PIPE NETWORK FOR VACUUM SEWAGE SYSTEM
Zhou Jingaxuan et al.LAYING OF PIPE NETWORK FOR VACUUM SEWAGE SYSTEM[J].Environmental Engineering,2000,18(3):22-24.
Authors:Zhou Jingaxuan
Abstract:Sewerage drived by differential pressure flows forward for some time, eventually, it flows to low point(bottom of lifts) in a pipeline. And the inspired waves travel forward to cause the rest downstream sewerage to move. In this manner, the wasterwater is transported over a serials of lifts to the vacuum station. Because only the friction losses for slopes not greater than 2% and hydrostatic head losses due to a profile change have been taken into account, wastewater can be lifted to a height of 4.5~6m or carried to a distance of 4km depending on the operating level of the system.
Keywords:sewage  laying of pipe network  upslope lift  friction losses and hydrostatic head losses
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