日照港煤码头浚深工程回淤分析  

SEDIMENTATION ANALYSIS FOR COAL WHARF DREDGING IN RIZHAO HARBOR

作　　者：于风香[1] 李瑞杰[1] 

机构地区：[1]河海大学交通与海洋工程学院,南京210098

出　　处：《海洋湖沼通报》2004年第1期1-7,共7页Transactions of Oceanology and Limnology

基　　金：教育部科学研究重点项目 ( 0 30 95 );河海大学科技创新基金( 2 0 0 14 10 5 4 3)资助

摘　　要：采用水动力学三维数学模型对日照港煤码头水域的水动力因素进行了计算 ,并在此基础上对煤码头浚深工程实施后港池和航道回淤进行了计算分析。计算结果与实测结果比较表明 :文中模型较好地重演日照港煤码头水域潮流场 。On the basis of using a 3 D hydrodynamic mathematical model to calculate the hydrodynamic characteristics, an analysis and computation of deposition after dredging the channel and port pool are given for the coal wharf of Rizhao Harbor in this paper. The computations are found to be in good agreement with the observations, which implies that the model is reasonable and reliable for analyzing the deposition after dredging the channel and port pool.

关 键 词：码头浚深 水动力学三维数学模型 回淤 日照港 

分 类 号：TV142[水利工程—水力学及河流动力学]