| 长江江堤渗流特点及渗流控制设计 |
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| 引用本文： | 杨光煦. 长江江堤渗流特点及渗流控制设计[J]. 湖北水力发电, 2001, 0(1): 16-21 |
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| 作者姓名： | 杨光煦 |
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| 作者单位： | 长江水利委员会设计院 武汉 |
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| 摘 要： | 长江中下游堤防总长约3万km,是长江防洪工程体系的基础。其中主要堤防长达8000余km,是国家堤防建设重点。长江堤防多系人力填筑,坝身及堤基缺乏可靠的渗流控制措施是历年汛期产生险情的主要原因。在堤防加固工程中,掌握堤身工作及地基渗流特点,采用合理渗流控制措施,是确保堤防安全渡汛的重要前提。
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| 关 键 词： | 长江堤防 地基渗流 渗流控制措施 |
| 修稿时间： | 2001-01-02 |
Characteristics of Seepage Flow Through Embankment along Yangtze River and Design of Control Measures |
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| Yang Guangxu. Characteristics of Seepage Flow Through Embankment along Yangtze River and Design of Control Measures[J]. Hubei Water Power, 2001, 0(1): 16-21 |
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| Authors: | Yang Guangxu |
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| Abstract: | The main cause of embankment failure along Yangtze River is due to short of reliable measures to keep the seepage flow in check. Herein, the characteristics of seepage flow through embankment foundation are analysed and several principles for adopting reasonable measures to control the seepage flow are proposed. |
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| Keywords: | Yangtze River embankment seepage flow controlling measure |
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