| 室内消火栓给水系统剩余水头计算及减压孔板设置 |
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| 引用本文： | 陈礼洪,程宏伟.室内消火栓给水系统剩余水头计算及减压孔板设置[J].福建工程学院学报,2003,1(2):37-42. |
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| 作者姓名： | 陈礼洪 程宏伟 |
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| 作者单位： | 1. 福建工程学院环境与设备系,福建,福州,350007
2. 福建省建筑设计研究院,福建,福州,350001 |
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| 摘 要： | 论述了消火栓给水系统不同工况时剩余水头的计算，并通过计算和分析，得出设高住水箱或水箱及增压设施的消火栓给水系统宜按水箱供水工况确定减压孔板的结论，及提出消火栓口压力大于300kPa时就宜开始减压观点。
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| 关 键 词： | 室内消火栓 给水系统 剩余水头 减压孔板 供水工况 计算方法 |
| 文章编号： | 1672-4348(2003)02-0037-06 |
| 修稿时间： | 2003年4月9日 |
Calculation of residual head and location of orifice pressure relief about water supply system of indoor hydrant |
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| Abstract: | The calculation of residual head in different water status is discussed in water supply system of hydrant in article. By calculation and analysis ,it is believed that the orifices will be determined on the basis of water status of elevated water tank in the water supply system of hydrant if setting up elevated tank or elevated tank & pressure rise equipment. It is appropriate to start pressure relief when the hydrant cap's pressure exceeds 300kPa. |
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| Keywords: | indoor hydrant residual head water status orifice pressure relief pressure relief |
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