| 不同管径长距离输水干管的设计计算 |
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| 引用本文： | 李波. 不同管径长距离输水干管的设计计算[J]. 山西建筑, 2004, 30(16): 113-115 |
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| 作者姓名： | 李波 |
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| 作者单位： | 大同市自来水有限责任公司 |
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| 摘 要： | 对有两条平行敷设的长距离输水干管的流量分配、连通管间距的计算进行了研究，并提出了简化计算公式，指出此计算方法方便准确，可供长距离输水干管设计者参考。
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| 关 键 词： | 水头损失 流量 比阻系数 输水干管 连通管间距 |
| 文章编号： | 1009-6825(2004)16-0113-03 |
| 修稿时间： | 2004-04-24 |
Calculations on the design of water transport pipe for long distant in different diameter |
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| LI Bo. Calculations on the design of water transport pipe for long distant in different diameter[J]. Shanxi Architecture, 2004, 30(16): 113-115 |
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| Authors: | LI Bo |
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| Abstract: | In this paper, the author studied the calculation on discharge in each pipe of the both parallel water transport pipes and distant between the pipes. At the same times, a simplified formula has be put forward, which is valuable for the pipe designer. |
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| Keywords: | loses on tip discharge specific resistence distant between pipe |
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