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象山港大桥建设对湾内潮流特性的影响
张照举 ; 张永良 ; 余锡平 ; ZHANG Zhao-ju ; ZHANG Yong-liang ; YU Xi-ping
2010-06-10 ; 2010-06-10
关键词FESWMS 潮流数学模型: 象山港大桥 FESWMS tidal current mathematical model Xiangshan Port Bridge U442.3
其他题名Influence of Construction of Xiangshan Port Bridge on Tidal Current Characteristics in the Basin
中文摘要利用潮流数学模型,分析象山港大桥工程建设前后象山港内的潮流特性和工程建设对桥区潮流变化的影响。计算结果表明,大桥建设前后港内纳湖量基本不变,湾内高潮位略有下降,桥位区流速有所增加,港湾内整体流速有所减小,但改变幅度的相对值均不超过5%。除局部地区外,工程建设对湾内的潮流特征影响较小。; The tidal current characteristics before and after the construction of Xiangshan Port Bridge and the influence of the "construction" on tidal current of the bridge area are analyzed by tidal current mathematical model. The computing results reveal that after construction of the "Bridge", the tide volume in port area changes little, high tide level in the bay decreases, current speed in the bridge area increases, and overall current speed in the harbor basin reduces, but the relative variation amplitude is below 5%. Except for local areas, the influence of construction of the "Bridge" on tidal current characteristics in the harbor basin is small.
语种中文 ; 中文
内容类型期刊论文
源URL[http://hdl.handle.net/123456789/60460]  
专题清华大学
推荐引用方式
GB/T 7714
张照举,张永良,余锡平,等. 象山港大桥建设对湾内潮流特性的影响[J],2010, 2010.
APA 张照举,张永良,余锡平,ZHANG Zhao-ju,ZHANG Yong-liang,&YU Xi-ping.(2010).象山港大桥建设对湾内潮流特性的影响..
MLA 张照举,et al."象山港大桥建设对湾内潮流特性的影响".(2010).
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