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半封闭港池取水前后泥沙回淤预测研究
引用本文:桑恒春,张学庆.半封闭港池取水前后泥沙回淤预测研究[J].海岸工程,2011,30(3):11-17.
作者姓名:桑恒春  张学庆
作者单位:1. 上海市海洋管理事务中心,上海,200063
2. 中国海洋大学环境科学与工程学院,山东青岛,266100
摘    要:运用泥沙冲淤的二维数值模拟和半理论半经验公式,分别计算取水前后半封闭港池泥沙回淤分布和回淤量的变化。数值模拟计算得出取水前港池泥沙回淤分布较均匀,取水后港池各部区域随其水流流态而有不同的回淤率;经验公式计算表明取水后港池回淤率增加6 mm/a,取水回淤贡献率为14%。

关 键 词:泥沙回淤  半封闭港池  取水前后

Study and Prediction for Sedimentation Due to Water Intaking in Semi-closed Port Basin
SANG Heng-chun,ZHANG Xue-qing.Study and Prediction for Sedimentation Due to Water Intaking in Semi-closed Port Basin[J].Coastal Engineering,2011,30(3):11-17.
Authors:SANG Heng-chun  ZHANG Xue-qing
Institution:SANG Heng-chun1,ZHANG Xue-qing2(1.Shanghai Municipal Oceanic Administrant Official Center,Shanghai 200063,China,2.College of Environmental Science & Engineering Ocean University of China,Qingdao 266100,China)
Abstract:The 2-D numerical model and the semi-theoritical and semi-experiential formula are used to calculate the sedimental distributions and changes due to water intaking from the semi-closed port basin.As it is shown in the numerical calculations,the sedimental distribtuion is relatively homongeneous in the basin in the per-water-intaking,and the sedimentation rate becomes dependent upon the current field in the post-water-intaking.It is learnt from the experiential formulum results that the sedimentation increas...
Keywords:sedimentation  semi-closed port basin  before and after water intaking  
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