| 咸宁长江干堤亭子湾崩岸原因及治理措施 |
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| 引用本文： | 蒋丹平,肖中华,叶运华,彭澜. 咸宁长江干堤亭子湾崩岸原因及治理措施[J]. 湖北水力发电, 2010, 0(2): 56-57,60 |
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| 作者姓名： | 蒋丹平 肖中华 叶运华 彭澜 |
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| 作者单位： | 湖北省水利水电勘测设计院,湖北,武汉,430064;湖北省水利水电勘测设计院,湖北,武汉,430064;湖北省水利水电勘测设计院,湖北,武汉,430064;湖北省水利水电勘测设计院,湖北,武汉,430064 |
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| 摘 要： | 咸宁长江干堤亭子湾段崩岸主要是由于岸基松软和风浪淘刷。采取水上护坡、水下抛石等工程措施加以治理,岸坡恢复稳定。
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| 关 键 词： | 崩岸 稳定计算 岸坡治理 |
Cause of bank failure along Changjiang Tingziwan trunk levee and regulation measures |
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| JIANG Danping,XIAO Zhonghua,YE Yunhua,PENG Lan. Cause of bank failure along Changjiang Tingziwan trunk levee and regulation measures[J]. Hubei Water Power, 2010, 0(2): 56-57,60 |
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| Authors: | JIANG Danping XIAO Zhonghua YE Yunhua PENG Lan |
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| Affiliation: | Hubei Investigation & Design Institute of Water Conservancy & Hydropower;Wuhan 430064;China |
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| Abstract: | The bank failure along Changjiang Tingziwan trunk levee is owing to the fact that the clay-covered silt bank foundation is always scoured by storm water in summer and ground water in winter.The regulation measures are that: the above-water bank slope is protected by revetment and the under-water part is by riprap works. |
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| Keywords: | bank failure stability calculation bank regulation |
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