| 计算河道正常高水位线以确定亲水平台高程 |
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| 引用本文： | 游屹,罗宁.计算河道正常高水位线以确定亲水平台高程[J].城市道桥与防洪,2005(3):65-67. |
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| 作者姓名： | 游屹 罗宁 |
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| 作者单位： | 成都市市政工程设计研究院,四川,成都,610015 |
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| 摘 要： | 该文阐述了确定河道人行亲水平台高程的控制因素——正常高水位线的计算方法及过程,结合分析河道已建壅水建筑物对正常高水位线的影响,提出了确定人行平台高程应遵循的原则并介绍一种简便的校核计算正常高水位线的方法。
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| 关 键 词： | 河道景观 人行亲水平台 正常高水位 能量方程 水头损失 成都沙河 |
| 文章编号： | 1009-7716(2005)03-0065-03 |
| 修稿时间： | 2005年3月22日 |
To Calculate Normal High Water Level of River Course to Determine Elevation of Waterside Pavilion |
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| YOU Yi,LUO Ning.To Calculate Normal High Water Level of River Course to Determine Elevation of Waterside Pavilion[J].Urban Roads Bridges & Flood Control,2005(3):65-67. |
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| Authors: | YOU Yi LUO Ning |
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| Abstract: | The paper states the control factor for determining the elevation of waterside pavilion of river course ─ the calculation method and course of normal high water level. In the combination with analyzing the influence of the built hammed water structures of the river course on the normal high water level, the paper puts forward the principle followed by the elevation of waterside pavilion and introduces a kind of simple methods for checking and calculating the normal water level. |
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| Keywords: | landscape of river course waterside pavilion normal high water level energy equation head loss Shahe River in Chendu City |
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