| 解决弯道式引水枢纽弯道过宽的新措施 |
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| 引用本文： | 侯杰,邱秀云,周著. 解决弯道式引水枢纽弯道过宽的新措施[J]. 新疆农业大学学报, 2001, 24(4): 44-48 |
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| 作者姓名： | 侯杰 邱秀云 周著 |
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| 作者单位： | 新疆农业大学水利与土木工程学院,乌鲁木齐,830052 |
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| 摘 要： | 通过新疆金沟河弯道式引水枢纽改建工程模型试验研究，提出了在弯道内增设中导流堤和溢流侧堰的工程措施，较好地解决了第一代弯道式引水枢纽弯道过宽而产生的泥沙淤积和引水等问题，对于弯道式引水枢纽的改建和设计具有参考作用。
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| 关 键 词： | 弯道式引水枢纽 引水弯道 溢流侧堰 |
| 文章编号： | 1007-8614(2001)04-0044-05 |
| 修稿时间： | 2001-06-12 |
The New Measure to Solve the Wide Bend of Bend Style Water Diversion Structure |
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| Hou Jie,Qiu Xiuyun,Zhou Zhu. The New Measure to Solve the Wide Bend of Bend Style Water Diversion Structure[J]. Journal of Xinjiang Agricultural University, 2001, 24(4): 44-48 |
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| Authors: | Hou Jie Qiu Xiuyun Zhou Zhu |
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| Abstract: | Through the hydraulic model research of Xinjiang Jingou River bend style water diversion structure reconstruction works, this paper put forward engineering measure by setting up a middle diversion dike and overflow side weir in bend, so it is a good solution to solve the sediment deposition and water diversion problem which is result from wide bend of the first generation bend style water diversion structure.It has reference effect for modification and design of bend style water diversion structure. |
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| Keywords: | bend style water diversion structure water diversion bend overflow side weir |
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