首页> 外文期刊>Acta Oceanologica Sinica >Study of back-silting strength in the north passage channel of Changjiang Estuary
【24h】

Study of back-silting strength in the north passage channel of Changjiang Estuary

机译:长江口北航道反淤积强度研究

获取原文
获取原文并翻译 | 示例
           

摘要

Temporal and spatial variations of the back-silting strength in the north passage channel of Changjiang Estuary are investigated u-sing the empirical orthogonal function ( EOF) method, with the aim to determine the imposed processes and time-scales. Data on back-silting quantity in every dredging unit of the channel have been collected since March 2000, predominantly once 15 d. The EOF analysis of the back-silting strength reveals two significant modes, which totally explain 58. 33% of the overall variance, and the corresponding processes and time-scales. The first EOF mode shows a clear annual cycle which is determined by the riverine water and sediment discharge from the upstream. The second EOF mode reveals a close relation between the back-silting strength and project activities. Because the processes are greatly interrelated in this study case, the other EOF modes accounting for 41. 67% of the total variance do not show clear processes and time-scales.
机译:运用经验正交函数(EOF)方法,研究了长江口北通道海底淤积强度的时空变化,旨在确定施加的过程和时标。自2000年3月以来,已收集了该航道每个疏unit单元的回淤量数据,主要是15天一次。 EOF分析的后沉降强度揭示了两种重要的模式,它们可以完全解释总体差异的58. 33%,以及相应的过程和时标。第一种EOF模式显示出清晰的年循环,这取决于上游的河流水和沉积物排放。第二种EOF模式揭示了背淤强度与项目活动之间的密切关系。因为在本研究案例中,过程之间是密切相关的,所以其他EOF模式占41. 67%的总方差未显示清晰的过程和时标。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号