| 千佛岩水电站泄洪建筑物水力学试验研究 |
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| 引用本文： | 梁亮,戴光清,杨鹏志,高旭东.千佛岩水电站泄洪建筑物水力学试验研究[J].水利与建筑工程学报,2006,4(2):59-61. |
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| 作者姓名： | 梁亮 戴光清 杨鹏志 高旭东 |
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| 作者单位： | 1. 四川大学水力学与山区河流开发保护国家重点实验室,四川,成都,610065
2. 河北工程技术高等专科学校水利系,河北,沧州,061001 |
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| 摘 要： | 工程中泄水建筑物与电站厂房之间容易出现跌水、侧收缩等问题,严重地影响了泄水建筑物的泄流量和电站的安全运行。结合具体工程,通过多种体型方案的比较,提出了在闸墩前加设圆墩头导墙的优化方案,为同类工程的设计、修建起到了一定的参考作用。
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| 关 键 词： | 水闸 圆墩头导墙 模型试验 |
| 文章编号： | 1672-1144(2006)02-0059-02 |
| 修稿时间： | 2006年1月16日 |
Study on Hydraulic Test in Flood-releasing Structure of Qianfoyan Hydropower Station |
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| LIANG Liang,DAI Guang-qing,YANG Peng-zhi,GAO Xu-dong.Study on Hydraulic Test in Flood-releasing Structure of Qianfoyan Hydropower Station[J].Journal of Water Resources Architectural Engineering,2006,4(2):59-61. |
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| Authors: | LIANG Liang DAI Guang-qing YANG Peng-zhi GAO Xu-dong |
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| Abstract: | Hydraulic drop and side contraction often occur between the flood-releasing structure and power-house in many projects,which badly influence on the discharge of flood-releasing structure and the safe running of the plant.By comparing several bodily form schemes and combining a project,the optimizing scheme that a circular pier guide wall is set in the front of the pier is put forward.It can afford references to similar projects. |
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| Keywords: | water gate circular pier guide wall model experiment |
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