首页 | 本学科首页   官方微博 | 高级检索  
     检索      

用两种不同方法计算淀山湖风浪
引用本文:张洪生,文武键,辜俊波.用两种不同方法计算淀山湖风浪[J].海洋工程,2011,29(1).
作者姓名:张洪生  文武键  辜俊波
作者单位:上海交通大学,海洋工程国家重点实验室,上海,200240
基金项目:国家自然科学基金资助项目(40676053,51079082); 上海市科学技术委员会资助项目(08DZ1203005); 上海交通大学海洋工程国家重点实验室资助项目(GKZD010012,GK2D010024)
摘    要:对淀山湖进行了风场和风浪场的现场观测。分别利用规范公式和SWAN模型计算了湖区风浪场的波高,并将计算结果和现场观测值进行了比较,比较说明两种方法的计算结果存在比较明显的差别。可为今后的相关工作提供借鉴和参考,并可为淀山湖的进一步治理积累必要的工作基础。

关 键 词:淀山湖  风浪  现场观测  规范公式  SWAN模型  

Calculation of wave heights in Dian-shan Lake with two approaches
ZHANG Hong-sheng,WEN Wu-jian,GU Jun-bo.Calculation of wave heights in Dian-shan Lake with two approaches[J].Ocean Engineering,2011,29(1).
Authors:ZHANG Hong-sheng  WEN Wu-jian  GU Jun-bo
Institution:ZHANG Hong-sheng,WEN Wu-jian,GU Jun-bo(State Key Laboratory of Ocean Engineering,Shanghai Jiao Tong University,Shanghai 200240,China)
Abstract:Wind field and wind wave field are measured in Dian-shan Lake.Wind wave heights in Dian-shan Lake are calculated by the use of the normal formula and the SWAN model,and they are compared with the measured data,respectively.It is indicated that obvious differences exist between the two different approaches.The research contents presented in this paper are beneficial to the relevant research works in the future.
Keywords:Dian-shan Lake  wind wave  field measurement  normal formula  SWAN model  
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《海洋工程》浏览原始摘要信息
点击此处可从《海洋工程》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号