| 北域水闸地基稳定复核计算及分析 |
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| 引用本文： | 周铨.北域水闸地基稳定复核计算及分析[J].企业科技与发展,2012(8):81-83. |
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| 作者姓名： | 周铨 |
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| 作者单位： | 广西水利电力勘测设计研究院,广西南宁,530023 |
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| 摘 要： | 广西合浦县沙岗北域水闸原设计排涝流量为700 m3/s,是一座以挡潮、防洪、排涝为主,兼顾养殖、灌溉和交通的中型水闸.为了更好地了解工程现状,广西水利电力勘测设计研究院对北域水闸进行了工程地基稳定复核计算.文章详细介绍了北域水闸地基稳定复核的计算方法,并对计算结果进行了分析.
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| 关 键 词： | 水闸 稳定复核 计算原理 分析 |
Calculation and Check of the Stabilization of Beiyu Water Gate Foundation |
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| Authors: | ZHOU Quan |
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| Institution: | ZHOU Quan (Guangxi Electric Power Survey & Design Institute,Nanning Guangxi 530023) |
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| Abstract: | The original designed drain waterlogged flow of Shagang Beiyu Water Gate in Hepu County,Guangxi,is 700 mVs. It is a medium-sized water gate that can ward off tide water,prevent against flood,and drain flood,which can also meet the needs of cultivation,irrigation and transportation.For better getting to know about its status quo,Guangxi Electric Power Survey & Design Institute launched the calculation and check on the stabilization of Beiyu Water Gate.The paper introduces the calculation methods and analyzes the results. |
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| Keywords: | water gate check on stabilization the principles of calculation analysis |
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