摘要
以7层PVCU伸顶通气单立管排水试验装置为研究对象,对立管中压力、最易发生水封破坏的第6层横支管压力及水封损失三者之间的关系用脉动平均值进行比较分析,得出其横支管的压力衰减关系。分析在一次和多次连续放水的情况下,水封损失的变化。试验结果表明:只放水一次,在流量为6.16L/s时,其水封损失为30mm,达到水封破坏的临界值;多次连续放水,在流量为5.59L/s时,其水封损失为27mm,接近水封破坏的临界值。
In this research, a seven-floors PVC-U The relationship among the air pressure in the vertical draining system was used as the object of study. pipe, the air pressure in the 6th floor horizontal branch pipe that had the highest frequency of water seal damage, and loss of water seal was compared and analyzed by fluctuation method, and the rate of pressure loss in horizontal branch pipe was obtained. Furthermore, the variation of the water seal loss was analyzed. The results showed that, in case of one time draining when the flow rate was 6. 16 L/s, the water seal loss was 30 mm (reaching critical value of water seal damage) ; in case of continuous draining when the flow rate is 5.59 L/s, the water seal loss is 27 mm (being close to critical value of water seal damage).
出处
《给水排水》
CSCD
北大核心
2008年第9期86-88,共3页
Water & Wastewater Engineering
关键词
排水管
气压波动
横支管压力
水封损失
脉冲压力平均值
Drainage pipe
Air pressure fluctuation
Air pressure of horizontal branch pipe
Water seal loss
Average pulse pressure