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海南清水湾游艇码头防波堤平面布置
引用本文:周军,蔡小红,胡东.海南清水湾游艇码头防波堤平面布置[J].水运工程,2011(Z1):87-92.
作者姓名:周军  蔡小红  胡东
作者单位:1. 中交水运规划设计院有限公司,北京,100007
2. 广东省航运规划设计院,广东 广州,510050
摘    要:按照游艇泊位波浪掩护的高标准要求,对海南清水湾旅游度假区游艇码头防波堤平面布置特别是口门布置进行了探讨,并利用数学模型试验对港内泊稳、口门内外冲淤变化、流态变化、岸滩演变等进行模拟验证,总结了在砂质海岸建设游艇码头防波堤的经验,供类似工程参考。

关 键 词:防波堤  口门  波浪掩护  泥沙淤积  岸滩演变  数学模型试验

On layout of breakwater for the yacht wharf in Qingshui bay of Hainan
ZHOU Jun,CAI Xiao-hong,HU Dong.On layout of breakwater for the yacht wharf in Qingshui bay of Hainan[J].Port & Waterway Engineering,2011(Z1):87-92.
Authors:ZHOU Jun  CAI Xiao-hong  HU Dong
Institution:ZHOU Jun1,CAI Xiao-hong2,HU Dong1 (1.CCCC Water Transportation Consultants Co.,Ltd.,Beijing 100007,China,2.Guangdong Province Planning & Design Institute for Water Transportation,Guangzhou 510050,China)
Abstract:Due to the high-standard requirement to wave protection for the yacht wharf,this paper discusses the layout of the breakwater,especially the location of the breakwater's entrance for the yacht wharf which stands in the Qingshui bay's tourist resort of Hainan province.It also simulates and verifies the anchor stability in the harbor,the erosion and deposition change inside and outside the entrance,the change of the tide field and the coastal evolution by the mathematical model,and summarizes the experience i...
Keywords:breakwater  entrance  wave protection  sedimentation  coastal evolution  mathematical model  
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