| 海庙港扩建工程方案港池航道泥沙淤积研究 |
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| 引用本文： | 王希慧.海庙港扩建工程方案港池航道泥沙淤积研究[J].水道港口,2007,28(6):409-414. |
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| 作者姓名： | 王希慧 |
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| 作者单位： | 中国海洋大学,青岛,266100 |
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| 摘 要： | 通过数学模型模拟海庙港扩建工程实施后港池、外航道的流速变化,利用淤积计算公式,得出港池、外航道的淤强及淤积量。外航道淤积计算由悬沙落淤、推移质淤积两部分组成。港池平面为环抱式,故淤积计算由两部分组成,一是纳潮棱体引起的悬沙落淤;二是口门环流形成的悬沙落淤。
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| 关 键 词： | 潮流 泥沙 淤强 淤积量 |
| 文章编号： | 1005-8443（2007）06-0409-06 |
| 收稿时间： | 2007-03-05 |
| 修稿时间： | 2007-10-24 |
Study on sediment's siltation of extension proposal in basin and channel in Haimiao Port |
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| WANG Xi-hui.Study on sediment''''s siltation of extension proposal in basin and channel in Haimiao Port[J].Journal of Waterway and Harbour,2007,28(6):409-414. |
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| Authors: | WANG Xi-hui |
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| Abstract: | Velocity's variety has been simulated by numeric model in basin and outer channel in Haimiao Port after extension project being done.On the basis of calulation formula on siltation,deposition thickness and siltation volume in basin and outer channel are obtained.The outer channel's siltation consists of two parts:deposition of suspended material and deposition of bed load. The basin's plan layout is formed by two dikes surrounding.So the basin's siltation consists of two parts: one is deposition of suspended material caused by tide prism,the other one is deposition of suspended material caused by circulating current on the entrance. |
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| Keywords: | tide current sediment deposition thickness siltation volume |
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