期刊文献+

长江口北支河段潮汐不对称性分析 被引量:3

Analysis on tidal asymmetry in north branch of Yangtze River Estuary
下载PDF
导出
摘要 通过对长江口北支连兴港站逐时潮位序列和青龙港站高低潮位序列进行调和分析,从潮汐不对称性方面,寻求出适合描述长江口北支河口形态的参数:变形系数A、G以及振幅参数A2和相位参数P。根据资料所绘制的参数拟合曲线表明,青龙港站、连兴港站均为涨潮占优,且青龙港站潮汐不对称性强于连兴港站,这主要由于长江口北支断面从下游到上游不断缩窄,潮波变形加剧所致;长江口北支从下游连兴港站到上游青龙港站,两站涨潮占优的潮汐不对称性差异在年际变化上总体呈现加强趋势,其主要与青龙港站潮汐不对称性总体减弱、连兴港站基本保持不变有关;北支下泄径流量减少,一定程度上导致了青龙港涨潮优势特性的减弱。 Harmonic analysis is carried out by using hourly tidal data of Lianxinggang Station and the high and low tidal data of Qinglonggang Station in Yangtze Estuary. Some appropriate parameters including deformation coefficient A, G, amplitude parameter A2 and phase parameter P are selected to characterize the geometry of the north branch of Yangtze River Estuary from the perspective of tidal asymmetry. According to the parametric fitting curves, rising tide is dominant at Lianxinggang and Qin- glonggang stations, the tidal asymmetry of the latter station is larger than that at the former one, because the vertical tidal wave becomes strongly distorted as it propagates into the narrowing estuary from downstream to upstream. From Lianxinggang Station to Qinglonggang Station, the difference on flood - dominant tidal asymmetry of two stations overally shows an increasing trend in an inter - annual variation, which is mainly related to the decreasing trend of tidal asymmetry at Qinglonggang Station and basically unchanging trend at Lianxinggang Station. The decrease of runoff of the north branch results in a reduction of rising tide - domi- nant at Qinglonggang Station to some extent.
出处 《人民长江》 北大核心 2013年第21期81-84,共4页 Yangtze River
基金 国家自然科学基金资助项目"淤泥质海岸潮汐汊道口门形态演变动力机制研究"(51009062) 国家自然科学基金资助项目"南黄海辐射沙脊群海域水沙通量与演变机制"(51179067)
关键词 调和分析 潮汐不对称性 潮汐类型系数 长江口北支 harmonic analysis tidal asymmetry coefficient of tidal pattern north branch of Yangtze River Estuary
  • 相关文献

参考文献10

二级参考文献23

  • 1王长海.潮汐调和分析的一种模式[J].海洋预报,1995,12(4):71-76. 被引量:17
  • 2李伯昌.1984年以来长江口北支演变分析[J].水利水运工程学报,2006(3):9-17. 被引量:29
  • 3沈焕庭,谷国传,李九发.长江河口潮波特性及其对河槽演变的影响[M].长江河口动力过程和地貌演变,陈吉余,沈焕庭,恽才兴.上海:上海科学技术出版社,1988.73-79.
  • 4王骥 方国洪.高、低潮数据的调和分析.海洋与湖沼,1986,17(4):318-328.
  • 5刘载生.长江口北支河段河床演变分析[C]//刘载生.长江口水文泥沙研究成果汇编.武汉:长江水利委员会水文局,1990:57-83.
  • 6曹永芳.长江口杭州湾潮汐特性的研究.海洋科学,1981,.
  • 7PAWLOWICZ R, BEARDSLEY B, LENTZ S. Classical Tidal Harmonic Analysis Including Error Estimates in MATLAB using T_TIDE [J]. Computers and Geosciences, 2002, 28:929- 937.
  • 8SPEER P E, AUBREY D G. A study of non linear tidal propagation in shallow inlet/estuarine systems part II Theory [J]. Estuarine, Coastal and Shelf Science, 1985(2) : 207-224.
  • 9沈焕庭,潘定安,李九发,等.长江口余流及其与河槽演变的关系[C]//陈吉余,沈焕庭,恽才兴.长江河口动力过程和地貌演变.上海:上海科学技术出版社,1988:102-107.
  • 10陈吉余 张重乐.长江河口及其邻近海域的自然环境.华东师范大学学报:自然科学版,1987,(2).

共引文献77

同被引文献18

引证文献3

二级引证文献8

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部