| 明渠恒定渐变流水面曲线的电算原理 |
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| 引用本文： | 南江江,任敏康,张凌峰. 明渠恒定渐变流水面曲线的电算原理[J]. 科技情报开发与经济, 2004, 14(9): 200-201 |
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| 作者姓名： | 南江江 任敏康 张凌峰 |
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| 作者单位： | 水利部山西水利水电勘测设计研究院,山西,太原,030024 |
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| 摘 要： | 介绍了明渠恒定渐变流水面曲线的电算原理，包括求解临界水深hk，正常水深h0及水面曲线的实际水深h等3个部分，给出了各部分的计算原理与计算框图，并进行了简短的成果分析。
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| 关 键 词： | 明渠恒定渐变流 水面曲线 临界水深 正常水深 计算原理 计算框图 成果分析 |
| 文章编号： | 1005-6033(2004)09-0200-02 |
| 修稿时间： | 2004-06-22 |
The Computerized Calculation Principle of the Water Surface Curve of the Open-channel Constant Gradual Flow |
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| NAN Jiang-jiang,REN Min-kang,ZHANG Ling-feng. The Computerized Calculation Principle of the Water Surface Curve of the Open-channel Constant Gradual Flow[J]. Sci-Tech Information Development & Economy, 2004, 14(9): 200-201 |
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| Authors: | NAN Jiang-jiang REN Min-kang ZHANG Ling-feng |
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| Abstract: | This paper introduces the computerized calculation principle of the water surface curve of the open-channel constant gradual flow, including three solving processes of the critical water-depth hk, the normal water-depth ho an d the actual water-depth h of the water surface curve, puts forward the calcula tion principle and calculation diagram of each process, and makes brief outcome analysis. |
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| Keywords: | open-channel constant gradual flow water surface curve critical water-depth normal water-depth calculation principle calculation diagram o utcome analysis |
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