| 嵊山防波堤工程浅水波高变形计算 |
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| 引用本文： | 付方,吴海军,崔德杰,李芬林. 嵊山防波堤工程浅水波高变形计算[J]. 科技信息, 2009, 0(1) |
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| 作者姓名： | 付方 吴海军 崔德杰 李芬林 |
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| 作者单位： | 南海舰队海洋水文气象中心; |
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| 摘 要： | 对所给嵊山附近海域的海图进行处理,画出工程点附近海域的网格(99*85)得到工程点附近海域的水深资料.利用P3分布计算50年一遇的波高作为为初始波高,以高潮累积频率10%和低潮累积频率90%来计算设计高、低水位,采用波向线法并结合水深数据利用VB程序得到由外海向工程点传播的波向线折射图和波浪传播到工程点时的波高。
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| 关 键 词： | 设计水位 波浪折射 极端水位 |
The Level Transmutation Reckon Of ShengShan Sea Bank Project Shallow Water Wave |
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| FU Fang WU Hai-jun CUI De-jie LI Fen-lin. The Level Transmutation Reckon Of ShengShan Sea Bank Project Shallow Water Wave[J]. Science, 2009, 0(1) |
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| Authors: | FU Fang WU Hai-jun CUI De-jie LI Fen-lin |
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| Affiliation: | The Navy Fleet Of The South Sea Hydrological And Meteorologic Center;ZhanJiang;GuangDong;524001 |
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| Abstract: | This thesis includes the following contents:the analysis of tide and wave,the analysis of wind velocity and direction,calculation of the extreme tidal level and the designed water level,routine statistical analysis of wave and wind factors,calculation of designed wind velocity and wave refraction,etc. By making use of the wave height and period which will be met in 50 years,basing on the datum of the designed tidal level and using the wave refraction,the wave height of engineering is gained. |
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| Keywords: | Designed tidal level wave refraction extreme tidal level |
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