| 盘山闸扩建工程水工模型试验研究 |
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| 引用本文： | 石凤君,王剑仙. 盘山闸扩建工程水工模型试验研究[J]. 东北水利水电, 2003, 21(6): 26-27 |
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| 作者姓名： | 石凤君 王剑仙 |
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| 作者单位： | 辽宁省水利水电科学研究院,辽宁,沈阳,110003 |
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| 摘 要： | 辽河干流堤防安全泄量为5000m3/s,盘锦城市防洪工程竣工后,其安全泄量为6800m3/s。而盘山闸的设计泄流能力仅为3000m3/s。通过本模型试验研究进一步确定扩建工程方案的合理性。
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| 关 键 词： | 模型试验 水闸 水工模型 |
| 文章编号： | 1002-0624(2003)06-0026-02 |
| 修稿时间： | 2002-12-16 |
Hydraulic model test of extension project of Panshan sluice |
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| SHI Feng- jun,WANG Jian- xian. Hydraulic model test of extension project of Panshan sluice[J]. Water Resources & Hydropower of Northeast China, 2003, 21(6): 26-27 |
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| Authors: | SHI Feng- jun WANG Jian- xian |
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| Abstract: | The safety discharge respectively is 5000 m3/s and 6800 m3/s for the dike of mainstream in Liaohe river before and after constructing the flood control project in Panjin city. But the design discharge capacity of Panshan sluice is 3000 m3/s. The rationality of the extension project is proved in the results of the model test. |
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| Keywords: | model test sluice hydraulic model |
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