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滩涂水库堤前波要素计算及断面试验研究
引用本文:郑国诞,陈刚,胡金春,鲁海燕.滩涂水库堤前波要素计算及断面试验研究[J].浙江水利科技,2012(5):1-3,9.
作者姓名:郑国诞  陈刚  胡金春  鲁海燕
作者单位:浙江省水利河口研究院,浙江杭州,310020
基金项目:浙江省级重点科技创新团队项目(编号2010R50035);浙江省科技厅资助项目(编号2011F20019)
摘    要:利用SWAN模型对临海浦海涂水库库内水域进行了50a-遇的风浪场计算,并与经验公式进行对比,结果合理可靠。提取堤前波要素进行波浪断面试验研究,对东堤、西堤和观景平台的波浪爬高、越浪量和稳定性进行了分析。

关 键 词:水库  SWAN模型  波浪爬高  越浪量

Calculation of Wave Paramenters in the Reservoir of Coastal Areas and Analysision of the Cross-section Model Test
ZHENG Guo-dan,CHEN Gang,HU Jin-chun,LU Hai-yan.Calculation of Wave Paramenters in the Reservoir of Coastal Areas and Analysision of the Cross-section Model Test[J].Zhejiang Hydrotechnics,2012(5):1-3,9.
Authors:ZHENG Guo-dan  CHEN Gang  HU Jin-chun  LU Hai-yan
Affiliation:(Zhejiang Institute of Hydraulics&Estuary,Hangzhou 310020,Zhejiang,China)
Abstract:Using the SWAN model to calculate 50-years wave field of the waters in Linhai Pu Tideland reservoir,and comparing with the empirical formula,fined the results are reasonable and reliable.This paper extracted wave paramenters around the dyke for the experimental research,and wave run-up,overtopping volume and stability of the East dyke,west dyke and viewing platform are analysised.
Keywords:reservoir  SWAN model  wave run-up  overtopping volume
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