本文主要研究内容
作者王辰（2019）在《舟山渔港台风暴潮—波浪耦合模拟及分析》一文中研究指出：舟山渔港是国家级中心渔港,附近海域渔业资源丰富,但台风引起的风暴潮和波浪对其安全造成了严重威胁。研究舟山渔港台风暴潮和台风浪的时空分布及两者间的相互影响,对海洋防灾减灾具有重要意义。基于Delft3D的Flow和Wave模块,在同心圆正交网格下建立了适用于舟山渔港的台风暴潮-波浪耦合模型,模拟的潮位、流速和有效波高均与实测值符合良好。与非耦合模型相比,耦合模型能更好地模拟台风暴潮和波浪,风暴潮位模拟精度可提高26cm,最大波高精度可提高8.63%。耦合模拟了 9711台风期舟山渔港的风暴潮和波浪过程。结果显示,港区最大风暴潮增水和最高潮位分别发生在第65时和第70时,最大增水1.283 m,最高潮位3.151 m。增水和潮位自东南向西北递增,增水南岸大于北岸,潮位在横向上变化不大。涨急时刻,最大风暴潮流速达0.575m/s,台风引起的流速最大增值为0.269m/s,增速效应向西北沿程递增。落急时刻,最大风暴潮流速0.228m/s,台风造成的流速减小值可达0.189m/s,风暴潮流速向东南先减后增,减速效应恰好相反。台风第72时渔港波高最大,为1.104m,出现于V区。自区域Ⅰ至V波高先减后增,北岸波高总体大于南岸。9711台风期渔港内风暴潮与波浪相互影响的数值试验表明,浪潮耦合作用在风暴潮和波浪模拟中不可忽视。第65时港区波浪引起的水位增值最大,对风暴潮增水的贡献率变化于19.8%～25.9%。第70时风暴潮位最高,水深较大,波浪对风暴潮增水的贡献率小于10%。波浪使涨急流速减小,落急流速Ⅰ至Ⅳ区增大、V区减小,对流向影响总体不明显。第72时风暴潮对波高的影响最明显,风暴潮位使波高增加,最大增值达0.258m。风暴潮流使波高Ⅰ至Ⅲ区增加、Ⅳ至V区减小,对波高增值的贡献率明显小于风暴潮位。
Abstract
zhou shan yu gang shi guo jia ji zhong xin yu gang ,fu jin hai yu yu ye zi yuan feng fu ,dan tai feng yin qi de feng bao chao he bo lang dui ji an quan zao cheng le yan chong wei xie 。yan jiu zhou shan yu gang tai feng bao chao he tai feng lang de shi kong fen bu ji liang zhe jian de xiang hu ying xiang ,dui hai xiang fang zai jian zai ju you chong yao yi yi 。ji yu Delft3Dde Flowhe Wavemo kuai ,zai tong xin yuan zheng jiao wang ge xia jian li le kuo yong yu zhou shan yu gang de tai feng bao chao -bo lang ou ge mo xing ,mo ni de chao wei 、liu su he you xiao bo gao jun yu shi ce zhi fu ge liang hao 。yu fei ou ge mo xing xiang bi ,ou ge mo xing neng geng hao de mo ni tai feng bao chao he bo lang ,feng bao chao wei mo ni jing du ke di gao 26cm,zui da bo gao jing du ke di gao 8.63%。ou ge mo ni le 9711tai feng ji zhou shan yu gang de feng bao chao he bo lang guo cheng 。jie guo xian shi ,gang ou zui da feng bao chao zeng shui he zui gao chao wei fen bie fa sheng zai di 65shi he di 70shi ,zui da zeng shui 1.283 m,zui gao chao wei 3.151 m。zeng shui he chao wei zi dong na xiang xi bei di zeng ,zeng shui na an da yu bei an ,chao wei zai heng xiang shang bian hua bu da 。zhang ji shi ke ,zui da feng bao chao liu su da 0.575m/s,tai feng yin qi de liu su zui da zeng zhi wei 0.269m/s,zeng su xiao ying xiang xi bei yan cheng di zeng 。la ji shi ke ,zui da feng bao chao liu su 0.228m/s,tai feng zao cheng de liu su jian xiao zhi ke da 0.189m/s,feng bao chao liu su xiang dong na xian jian hou zeng ,jian su xiao ying qia hao xiang fan 。tai feng di 72shi yu gang bo gao zui da ,wei 1.104m,chu xian yu Vou 。zi ou yu Ⅰzhi Vbo gao xian jian hou zeng ,bei an bo gao zong ti da yu na an 。9711tai feng ji yu gang nei feng bao chao yu bo lang xiang hu ying xiang de shu zhi shi yan biao ming ,lang chao ou ge zuo yong zai feng bao chao he bo lang mo ni zhong bu ke hu shi 。di 65shi gang ou bo lang yin qi de shui wei zeng zhi zui da ,dui feng bao chao zeng shui de gong suo lv bian hua yu 19.8%～25.9%。di 70shi feng bao chao wei zui gao ,shui shen jiao da ,bo lang dui feng bao chao zeng shui de gong suo lv xiao yu 10%。bo lang shi zhang ji liu su jian xiao ,la ji liu su Ⅰzhi Ⅳou zeng da 、Vou jian xiao ,dui liu xiang ying xiang zong ti bu ming xian 。di 72shi feng bao chao dui bo gao de ying xiang zui ming xian ,feng bao chao wei shi bo gao zeng jia ,zui da zeng zhi da 0.258m。feng bao chao liu shi bo gao Ⅰzhi Ⅲou zeng jia 、Ⅳzhi Vou jian xiao ,dui bo gao zeng zhi de gong suo lv ming xian xiao yu feng bao chao wei 。
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论文作者分别是来自浙江大学的王辰，发表于刊物浙江大学2019-07-08论文，是一篇关于台风暴潮论文,波浪论文,耦合模拟论文,相互影响论文,舟山渔港论文,浙江大学2019-07-08论文的文章。本文可供学术参考使用，各位学者可以免费参考阅读下载，文章观点不代表本站观点，资料来自浙江大学2019-07-08论文网站，若本站收录的文献无意侵犯了您的著作版权，请联系我们删除。