| 梯形渠道工程及水力最佳断面的研究 |
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| 引用本文： | 沈波.梯形渠道工程及水力最佳断面的研究[J].重庆交通大学学报(自然科学版),2001,20(1):106-109. |
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| 作者姓名： | 沈波 |
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| 作者单位： | 长安大学公路工程学院, |
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| 摘 要： | 笔者从各方面分析论证了梯形渠道水力最优断面宽深比为b/h =2 (1+m2 -m) ,对进一步认识梯形渠道水力最优及其应用具有一定意义 .
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| 关 键 词： | 梯形渠道 水力最优 宽深比 |
| 文章编号： | 1001-716X(2001)01-0106-04 |
| 修稿时间： | 1999年10月19日 |
The study of ladder shaped culvert best engineering and hy draulics section |
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| SHEN Bo.The study of ladder shaped culvert best engineering and hy draulics section[J].Journal of Chongqing Jiaotong University,2001,20(1):106-109. |
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| Authors: | SHEN Bo |
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| Abstract: | This paper has proved that the ration formula of wid th to depth β=b/h=2m2+1-m is the best ladder shaped culvert section from many ways,which has a significance to realizing and applying the best engineering and hydraulic ladder-shaped culvert section. |
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| Keywords: | ladder shaped culvert section best hydraulic ration of width to depth |
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