| 镇海港区21～23号码头平面布置方案研究 |
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| 引用本文： | 李志永,郜会彩,王瑞锋.镇海港区21～23号码头平面布置方案研究[J].浙江水利科技,2012(2):14-17,26. |
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| 作者姓名： | 李志永 郜会彩 王瑞锋 |
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| 作者单位： | 浙江省水利河口研究院,浙江杭州,310020 |
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| 摘 要： | 针对镇海港区21~23号码头平面布置方案,根据各方案的海床及水流条件,结合码头所在海域的自然淤积情况,研究泊位的疏浚回淤,预测码头建设对水流及海床冲淤的影响。经综合分析后,否定了对镇海港区赖以生存的外游山深潭可能产生较大淤积影响的布置方案,避免了拟建工程对现有泊位乃至整个港区可能带来的不利影响。
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| 关 键 词： | 港区 深潭 码头布置 数学模型 淤积 |
Demonstration on Plane Layout of Zhenhai 21～23# Wharf |
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| LI Zhi-yong,GAO Hui-cai,Wang Rui-feng.Demonstration on Plane Layout of Zhenhai 21～23# Wharf[J].Zhejiang Hydrotechnics,2012(2):14-17,26. |
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| Authors: | LI Zhi-yong GAO Hui-cai Wang Rui-feng |
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| Affiliation: | (Zhejiang Institute of Hydraulics and Estuary,Hangzhou 310020,Zhejiang,China) |
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| Abstract: | According to the sea-bed and the flow condition,and combining the natural deposition in the sea area of wharf engineering,berth dredging sedimentation was investigated,and the influence for flow and sea-bed erosion and deposition was forecasted when the wharf engineering built.Through comprehensive analysis,the relative plane layouts were rejected which have a larger deposition impact on the Waiyoushan deep pool,and some bad influence to berths and port are avoided. |
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| Keywords: | port deep pool wharf layout mathematical model deposition |
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