摘要
利用SWAN模型对临海浦海涂水库库内水域进行了50 a一遇的风浪场计算,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。
Using the SWAN model to ealeulate 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 analysisedo
出处
《浙江水利科技》
2012年第5期1-3,9,共4页
Zhejiang Hydrotechnics
基金
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)
