| 江口电站进水闸安全复核及加固处理 |
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| 引用本文： | 李永灿,赵冬莲.江口电站进水闸安全复核及加固处理[J].江西水利科技,1993,19(3):233-237. |
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| 作者姓名： | 李永灿 赵冬莲 |
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| 作者单位： | 江西省水利规划设计院 南昌330029 |
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| 摘 要： | 文中论述了电站的进水闸的布置,实测闸基扬压力的分布,闸基扬压力与库水位的相关关系;采用毕肖普简化条分法及传递系数法对进水闸整体稳定作了复核,采用剪摩公式也计算了环2~$缝之前闸室段的抗滑稳定;并对进水闸的稳定性作出评价,最后提出了加固处理方案.
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| 关 键 词： | 进水闸 加固 处理 电站 安全复核 |
Check Safety and Remedy Treatment for The Intake Sluice in Jiangkou Hydropower station |
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| Li Yongcan Zhao dongLian.Check Safety and Remedy Treatment for The Intake Sluice in Jiangkou Hydropower station[J].Jiangxi Hydraulic Science & Technology,1993,19(3):233-237. |
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| Authors: | Li Yongcan Zhao dongLian |
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| Institution: | Jiangxi Water Conservancy Designing and Institute Planning Nanchang 330029 |
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| Abstract: | This paper describes the layout of the intake sluice of the power station,
the observed distribution of the uplift pressure and the correlation between the
uplift pressure at the sluice foundation and reservoir stage.The whole stability
against sliding of the intake sluice has been checked up by using Bishop's Divide-
strip Method and Transmitted coefficient Method.The stability against sliding of
the sluice chamber section in front of the ring joint No.2 is also calculated by
Shear-Friction Formula and the stability of the intake sluice is evaluated.Fan-
ally the paper presents the scheme of the remedy treatment. |
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| Keywords: | Intake sluice Ring joint No 2 Slability against sliding Foundation stress Remedy |
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