| 射阳闸闸下感潮河段电厂码头和取水工程淤积研究 |
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| 引用本文： | 徐群,陆瑞兴,马启南,王俊,蒋燕.射阳闸闸下感潮河段电厂码头和取水工程淤积研究[J].海洋工程,2006,24(3):49-55. |
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| 作者姓名： | 徐群 陆瑞兴 马启南 王俊 蒋燕 |
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| 作者单位： | 河海大学,水资源环境学院,江苏,南京,210098;南京水利科学研究院,江苏,南京,210024;中交第四航务工程勘察设计院,广东,广州,510230;南京水利科学研究院,江苏,南京,210024;河海大学,水资源环境学院,江苏,南京,210098 |
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| 摘 要： | 以射阳港电厂三期扩建码头和取水口工程为例,建立射阳闸至河口段物理模型进行水流泥沙试验。试验研究表明,丁坝群并辅以开挖槽方案实施后,电厂河段减淤效果较好,三期取水口前沿河床平均高程从-4.41 m降低到-4.76 m,煤码头前沿港池的平均高程从-3.77 m降低到-4.49 m左右,能满足设计部门的要求。
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| 关 键 词： | 射阳河 码头 取水口 模型试验 淤积 |
| 文章编号： | 1005-9865（2006）03-0049-07 |
| 收稿时间： | 2005-08-22 |
| 修稿时间： | 2005年8月22日 |
Research on sedimentation in the tidal reach downstream of Sheyang tide lock |
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| XU Qun,LU Rui-xing,MA Qi-nan,WANG Jun,JIANG Yan.Research on sedimentation in the tidal reach downstream of Sheyang tide lock[J].Ocean Engineering,2006,24(3):49-55. |
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| Authors: | XU Qun LU Rui-xing MA Qi-nan WANG Jun JIANG Yan |
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| Institution: | 1. College of Water Resources and Environmental Engineering, Hohai University, Nanjiang 210098, China; 2. Nanjiang Hydraulic Research Institute, Nanjing 210024, China; 3. China Communication Fourth Design Institute of Navigation Engineering, Guanzhou 510230, China |
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| Abstract: | Taking the wharf and water intake project of the third-phase expansion project of Sheyang Power Plant as an example,the authors construct a physical model from Sheyang tide lock to the estuary to do the experiment on current and sediments.The research shows that it has a good effect on the reduction of sedimentation after the regulation project,that the river bed average elevation at the third-phase water intake declines from-4.41 m to-4.76 m,and that the wharf basin average elevation declines from-3.77 m to-4.49 m.All these can meet the needs of the design department. |
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| Keywords: | Sheyang River wharf water intake project experiment sedimentation |
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