| 驼峰堰在三原西郊水库溢洪道中的应用 |
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| 引用本文： | 吴宝琴,聂源宏.驼峰堰在三原西郊水库溢洪道中的应用[J].西北水电,2002(4):44-46. |
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| 作者姓名： | 吴宝琴 聂源宏 |
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| 作者单位： | 水利部西北水利科学研究所,陕西杨凌,712100 |
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| 摘 要： | 驼峰堰是一种堰高很小的复合圆曲线剖面低堰，设计与施工简单，适用于软弱地基条件，其整体稳定性及剖面应力均较好，优点是可获得较大的流量系数，从而提高泄流能力，减少投资。三原西郊水库溢洪道的设计在这方面作了尝试，取得了满意的效果。
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| 关 键 词： | 驼峰堰 水库 溢洪道 流量系数 |
| 文章编号： | 1006-2610(2002)04-0044-03 |
| 修稿时间： | 2001年11月4日 |
Application of Hump weir in Sanyuan reservoir spillway |
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| WU Bao,qin & NIE Yuan,hong.Application of Hump weir in Sanyuan reservoir spillway[J].Northwest Water Power,2002(4):44-46. |
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| Authors: | WU Bao qin & NIE Yuan hong |
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| Abstract: | The hump weir is a kind of low weir with a compound circle curve section. It is easy and simple for design and construction and suitable for weak foundation. Its overall stability and sectional stress are good. A bigger flow coefficient can be obtained and thus the discharge capacity can be increased and investment reduced. The design of the Sanyuan reservoir spillway tried this kind of weir with satisfactory results. |
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| Keywords: | spillway Hump weir flow coefficient |
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