| 曼宁公式在宽浅型河流中的应用 |
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| 引用本文： | 李锋,王家仪.曼宁公式在宽浅型河流中的应用[J].黑龙江水专学报,1996(2). |
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| 作者姓名： | 李锋 王家仪 |
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| 作者单位： | 黑龙江省水利水电勘测设计研究院 |
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| 摘 要： | 河流的非稳定流解析中经常采用曼宁公式来计算阻力项，但对宽浅型河流直接用曼宁公式将得出不合理的结果．本文对计算方法以及湿周、糙率等计算加以改进，使古老的曼宁公式拓展了应用范围。
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| 关 键 词： | 非稳定流，宽浅型河道，曼宁公式，计算机模拟 |
An Application of Manning Formula in Shallow and Wide River |
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| Li Feng, Wang Jiayi.An Application of Manning Formula in Shallow and Wide River[J].Journal of Heilongjiang Hydraulic Engineering College,1996(2). |
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| Authors: | Li Feng Wang Jiayi |
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| Affiliation: | Heilongjiang Hydraulic Investigation and Design Institute |
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| Abstract: | Manning formula is often chosen to determine ti.le frictional term in the computation of unstable flow,and unreasonable results are obtained for the shallow and wide river.An improvement for the computation process is made and the application range of this formula is expanded. |
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| Keywords: | unstable flow shallow and wide river Manning formula computer simulation |
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