| 侧槽溢洪道出口控制水深计算 |
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| 引用本文： | 曹晨华,吕永明,黄俊,郑海涛. 侧槽溢洪道出口控制水深计算[J]. 东北水利水电, 2007, 25(11): 1-2 |
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| 作者姓名： | 曹晨华 吕永明 黄俊 郑海涛 |
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| 作者单位： | 黑龙江省牡丹江市水利勘测设计研究院,黑龙江,牡丹江,157000;中水东北勘测设计研究有限公司,吉林,长春,130021;黑龙江省牡丹江市河道管理处,黑龙江,牡丹江,157000 |
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| 摘 要： | 本文推导侧槽段的总水头损失公式,从而求得侧槽末端的断面能量和水深,并以此水深做为侧槽的控制水深.根据水工模型试验资料验证,本文提出的计算方法是可行的.
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| 关 键 词： | 侧橹式溢洪道 出口 控制水深 |
| 文章编号： | 1002-0624（2007）11-0001-02 |
| 修稿时间： | 2007-06-10 |
Calculation of control water depth in exit of side channel spillway |
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| CAO Chen-hua,LU Yong ming,HUANG Jun,ZHENG Hai-tao. Calculation of control water depth in exit of side channel spillway[J]. Water Resources & Hydropower of Northeast China, 2007, 25(11): 1-2 |
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| Authors: | CAO Chen-hua LU Yong ming HUANG Jun ZHENG Hai-tao |
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| Abstract: | The paper derives the formula of total head loss in the side channel,from this,the water depth and the energy of side channel end are received.This water depth is took as the control water depth of side channel.The hydraulic model test indicates that the formula gave by this paper is suitable. |
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| Keywords: | side channel spillway exit control water depth |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
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