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潍坊港潮流分析及航道回淤预测
引用本文:鲁,琦.潍坊港潮流分析及航道回淤预测[J].水运工程,2020(S1):141-146.
作者姓名:  
作者单位:中交烟台环保疏浚有限公司,山东 烟台 264000
摘    要:潍坊港处于莱州湾的中部,岸滩水深较浅且变化平缓,泥沙运动较为活跃,泥沙淤积对航道的运营维护影响较大。通过建立潮流模型和泥沙输移数学模型进行计算,所得结果与现有的实测数据进行对比验证;再进一步模拟航道的冲淤情况,预测航道回淤分布规律以及航道沿程的淤强分布情况。结果表明,潮流模型和泥沙输移模型计算结果与实测数据吻合度均较高,预测航道年淤积量约为391.3万m3。

关 键 词:潮流  数学模型  泥沙输移  流场计算  淤积分布

Tidal current analysis and channel siltation prediction of Weifang Port
LU Qi.Tidal current analysis and channel siltation prediction of Weifang Port[J].Port & Waterway Engineering,2020(S1):141-146.
Authors:LU Qi
Institution:CCCC TDC Yantai Environmental Protection Dredging Co.,Ltd.,Yantai 264000,China
Abstract:Weifang Port is located in the middle of Laizhou Bay.The depth of beach is shallow and the variation is gentle,and the sediment movement is active.The siltation of sediment has a great influence on the operation and maintenance of the channel.This paper establishes the tidal current model and sediment transport mathematical model for calculation,compares the results with the existing measured data,then further simulates the scouring and silting conditions of the channel to predict the back silting distribution and the silting intensity distribution along the channel.The results show the calculation results of the tidal current model and sediment transport mathematical model are in good agreement with the measured data,and the predicted annual siltation volume of the channel is about 3.913 million m3.
Keywords:tidal current  mathematical model  sediment transport  flow field calculation  deposition distribution
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