| 管网水力计算及其在给水工程中的应用 |
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| 引用本文： | 刘同宦,郝瑞霞,刘兴年,王协康,王海云. 管网水力计算及其在给水工程中的应用[J]. 东北水利水电, 2004, 22(8): 4-5,11 |
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| 作者姓名： | 刘同宦 郝瑞霞 刘兴年 王协康 王海云 |
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| 作者单位： | 四川大学高速水力学国家重点实验室,四川,成都,610005;太原理工大学,山西,太原,030000 |
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| 摘 要： | 在管网规划布置及用水量已知的前提下，根据管网布置形式的不同。建立相应的数学模型，实现程序化．从而计算树状网和环状网的管道流量、管径、水头损失和节点水头值．以及水泵的扬程和水塔的高度等．为给水工程的设计提供了依据。
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| 关 键 词： | 管网 给水工程 水力计算 |
| 文章编号： | 1002-0624(2004)08-0004-02 |
Hydraulic calculation of pipe network and its application in water supply works |
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| LIU Tong-huan,HAO Rui-xia,LIU Xing-nian,WANG Xie-kang,WANG Hai-yun. Hydraulic calculation of pipe network and its application in water supply works[J]. Water Resources & Hydropower of Northeast China, 2004, 22(8): 4-5,11 |
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| Authors: | LIU Tong-huan HAO Rui-xia LIU Xing-nian WANG Xie-kang WANG Hai-yun |
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| Abstract: | The mathematic model is established and the program is realized for calculation of pipe discharge, diameter, water head loss, nodal point water head, lift head of pump and height of water tower under the prerequisite of known pipe network layout and used water volume, provides the basis for water supply project. |
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| Keywords: | pipe network water supply project hydraulic calculation |
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