左利钦,陆永军. 飞云江口二维潮流泥沙数值计算[J]. 水利水运工程学报, 2006, (4): 21-27.
引用本文: 左利钦,陆永军. 飞云江口二维潮流泥沙数值计算[J]. 水利水运工程学报, 2006, (4): 21-27.
shu
ZUO Li-qin,LU Yong-jun. 2-D tidal current and sediment numerical calculation for Feiyunjiang estuary[J]. Hydro-Science and Engineering, 2006, (4): 21-27.
Citation: ZUO Li-qin,LU Yong-jun. 2-D tidal current and sediment numerical calculation for Feiyunjiang estuary[J]. Hydro-Science and Engineering, 2006, (4): 21-27.
shu

飞云江口二维潮流泥沙数值计算

2-D tidal current and sediment numerical calculation for Feiyunjiang estuary

    摘要
  • 摘要: 建立了飞云江口二维潮流泥沙数学模型.模型经验证后,计算分析了凤凰山深水港区两个规划方案下的水流变化及泥沙回淤强度.计算结果表明,方案2的回流范围和泥沙回淤强度均小于方案1.

     

    Abstract: The 2-D tidal current and sediment mathematical model for Feiyunjiang estuary is established.After verification,the model is applied to calculate the change of current and back silting in the port area of Fenghuangshan Port with two different plans.Calculation results show that the recirculating region and back silting of Plan 2 are smaller than those of Plan 1.

     

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