| 钱塘江排桩式丁坝设计 |
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| 引用本文： | 严盛,宣伟丽,方正,徐长节,林炳尧.钱塘江排桩式丁坝设计[J].水利水运工程学报,2007,0(3):73-76. |
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| 作者姓名： | 严盛 宣伟丽 方正 徐长节 林炳尧 |
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| 作者单位： | 浙江省钱塘江管理局,浙江,杭州,310016;浙江钱塘江水利建筑工程公司,浙江,杭州,310016;浙江大学,岩土工程研究所,浙江,杭州,310027;浙江省钱塘江管理局,浙江,杭州,310016;浙江水利河口研究院,浙江,杭州,310020 |
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| 摘 要： | 在分析传统堆石丁坝特点的基础上，提出了排桩式丁坝，并分析了其护塘功能、坝型选择、坝群布置、结构设计等关键问题．实际运行情况表明，排桩式丁坝能有效地减轻涌潮对近塘滩地的冲刷，大幅度减轻局部冲刷，提高丁坝的稳定性，在河口治理、护塘和促淤工程中具有广泛应用价值．
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| 关 键 词： | 排桩式丁坝 堆石丁坝 促淤保滩 结构设计 钱塘江河口 |
| 文章编号： | 1009-640X（2007）03-0073-04 |
| 修稿时间： | 2006-12-01 |
Design of sheet-pile groins in Qiantang River |
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| YAN Shen,XUAN Wei-li,FANG Zheng,XU Chang-jie,LING Bin-yao.Design of sheet-pile groins in Qiantang River[J].Hydro-Science and Engineering,2007,0(3):73-76. |
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| Authors: | YAN Shen XUAN Wei-li FANG Zheng XU Chang-jie LING Bin-yao |
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| Affiliation: | 1. The Qiantang River Administration of Zhejiang Province, Hangzhou 310016, China; 2. Water Conservancy Construction Corporation of Qiantang River, Zhejiang Province, Hangzhou 310016, China; 3. Geotechnical Engineering Institute, Zhejiang University, Hangzhou 310027, China; 4. Zhejiang Institute of Hydraulics and Estuary, Hangzhou 310020, China |
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| Abstract: | Based on analyses of the traditio protection function, groin form selection, lay Practical operation results show that the sheet and can improve the stability of groins. The seawall protection and siltation accretion. nal rockfill groins, the sheet-pile groin is out of groin group, and structure design of -pile groins can reduce beach scour near the sheet-pile groin has been widely applicated presented. The seawall the groin are analyzed. ponds and local scour, to estuarine regulation, |
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| Keywords: | sheet-pile groin rockfill groin beach protection and siltation accretion structural design estuary of Qiantang River |
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