| 平原水库坝顶超高计算方法初探 |
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| 引用本文： | 李江峰,戚印鑫,孙娟.平原水库坝顶超高计算方法初探[J].电网与水力发电进展,2006,22(5):41-43. |
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| 作者姓名： | 李江峰 戚印鑫 孙娟 |
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| 作者单位： | 新疆水利水电科学研究院 乌鲁木齐830049 |
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| 摘 要： | 水库大坝坝顶超高是决定水库安全运行和工程投资的重要因素。本文通过对几座平原水库的坝顶超高计算,分别采用莆田试验站公式和鹤地水库公式进行对比分析,得出其适用范围,供计算者参考。
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| 关 键 词： | 水库 坝顶超高 计算 分析 |
| 文章编号： | 1671-4768(2006)05-0041-03 |
| 修稿时间： | 2006年9月12日 |
The Primary Discussion on Calculation Method of Reservoir Crest Superelevation in the Plain Area |
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| Authors: | LI Jiang-feng QI Yin-xin SUN Juan |
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| Abstract: | The reservoir dam crest super elevation is important factor which decided reservoir running safety and engineering investment.Based on the calculation of a few reservoir crest super elevation in the plain area, two kinds of formula were compared,the one is suggested by Putian experiment station,and the other is put forward by Hedi reservoir.The suitable range of these formulas was demonstrated,which may provide some reference for engineers. |
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| Keywords: | reservoir crest superelevation calculation analysis |
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