| 高陂水利枢纽泄水闸消能和运行试验研究 |
| |
| 引用本文： | 黄智敏,付波,陆汉柱,陈卓英,钟勇明.高陂水利枢纽泄水闸消能和运行试验研究[J].广东水利水电,2017(12):1-4, 41. |
| |
| 作者姓名： | 黄智敏 付波 陆汉柱 陈卓英 钟勇明 |
| |
| 作者单位： | 广东省水利水电科学研究院,广东省水动力学应用研究重点实验室,广东 广州 510635,广东省水利水电科学研究院,广东省水动力学应用研究重点实验室,广东 广州 510635,广东省水利水电科学研究院,广东省水动力学应用研究重点实验室,广东 广州 510635,广东省水利水电科学研究院,广东省水动力学应用研究重点实验室,广东 广州 510635,广东省水利水电科学研究院,广东省水动力学应用研究重点实验室,广东 广州 510635 |
| |
| 摘 要： | 韩江高陂水利枢纽坝址区域河道弯曲和狭窄,给其泄水闸下游消能防冲和安全运行带来不便。通过水力模型试验,优化了泄水闸下游消力池的长度和海漫的布置,满足泄水闸泄流消能防冲的要求;同时根据工程多孔泄水闸布置的特点,在闸室下游消力池中间设置了两道隔水导墙,对泄水闸泄洪采用分区调度运行,提出了运行的优化方案,研究成果还应用于工程设计中。
|
| 关 键 词： | 水利枢纽 泄水闸 消能 运行 模型试验 |
| 收稿时间： | 2017/9/20 0:00:00 |
| 修稿时间： | 2017/10/17 0:00:00 |
Experimental Study on the Energy Dissipation and Operation of the Releasing Sluice of Gaobei Water Control Project |
| |
| HUANG Zhimin,FU Bo,LU Hanzhu,CHEN Zhuoying and ZHONG Yongming.Experimental Study on the Energy Dissipation and Operation of the Releasing Sluice of Gaobei Water Control Project[J].Guangdong Water Resources and Hydropower,2017(12):1-4, 41. |
| |
| Authors: | HUANG Zhimin FU Bo LU Hanzhu CHEN Zhuoying and ZHONG Yongming |
| |
| Affiliation: | Guangdong Research Institute of Water Resources and Hydropower, Guangdong Provincial Key Laboratory of Hydrodynamics Research,Guangzhou 510635,China,Guangdong Research Institute of Water Resources and Hydropower, Guangdong Provincial Key Laboratory of Hydrodynamics Research,Guangzhou 510635,China,Guangdong Research Institute of Water Resources and Hydropower, Guangdong Provincial Key Laboratory of Hydrodynamics Research,Guangzhou 510635,China,Guangdong Research Institute of Water Resources and Hydropower, Guangdong Provincial Key Laboratory of Hydrodynamics Research,Guangzhou 510635,China and Guangdong Research Institute of Water Resources and Hydropower, Guangdong Provincial Key Laboratory of Hydrodynamics Research,Guangzhou 510635,China |
| |
| Abstract: | Because of the bend and narrow of the site area river of Gaobei water control project at Hanjiang, it is difficult to energy dissipation and erosion control and safe operation of the sluice. Based on the hydraulic model test, the length of the stilling basin and the apron layout of the sluice in the downstream are optimized,and the requirements of the energy dissipation and erosion control of the sluice are satisfied. According to the characteristics of the porous sluice layout, two impermeable guide walls are arranged in the middle of the downstream stilling basin, the dispatching operation of the flood discharge of sluice is used by partition,the operation optimization scheme is put forward. The research results are adopted to engineering design. |
| |
| Keywords: | |
| 本文献已被 CNKI 等数据库收录！ |
| 点击此处可从《广东水利水电》浏览原始摘要信息 |
|
点击此处可从《广东水利水电》下载全文 |
|
