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潮汐河口断面悬沙通量组分模式及其在长江口的应用

吴加学 沈焕庭 吴华林

吴加学, 沈焕庭, 吴华林. 潮汐河口断面悬沙通量组分模式及其在长江口的应用[J]. 海洋学报, 2002, 24(6): 49-58.
引用本文: 吴加学, 沈焕庭, 吴华林. 潮汐河口断面悬沙通量组分模式及其在长江口的应用[J]. 海洋学报, 2002, 24(6): 49-58.
WU Jia-xue, SHEN Huan-ting, WU Hua-lin. Fractional model of cross sectional suspended sediment flux and its application in the Changjiang (Yangtze) Estuary[J]. Haiyang Xuebao, 2002, 24(6): 49-58.
Citation: WU Jia-xue, SHEN Huan-ting, WU Hua-lin. Fractional model of cross sectional suspended sediment flux and its application in the Changjiang (Yangtze) Estuary[J]. Haiyang Xuebao, 2002, 24(6): 49-58.

潮汐河口断面悬沙通量组分模式及其在长江口的应用

基金项目: 国家自然科学基金重点项目"长江河口通量研究"资助项目(49736220)

Fractional model of cross sectional suspended sediment flux and its application in the Changjiang (Yangtze) Estuary

  • 摘要: 断面泥沙通量估算的误差主要来源于计算方法、测点布局等,通量模式应该建立在通量估算统计误差最小的原则基础之上.在断面网格设计中采用统计误差最小的等面积单元网格,在泥沙通量估算中采用泥沙组分浓度,在流速变量插值上垂向采用对数函数插值,横向采用第一边界三次方样条函数插值.这样建立的潮汐河口悬沙断面通量组分模式较以往的任何模式更完善,断面通量估算的误差最小.将该模式应用于长江河口南港断面悬沙通量估算及其输移机制分析,断面泥沙通量表现为大潮期大进大出、大出大于大进;小潮期小进小出、小出大于小进;主要输移机制是拉格朗日输移和潮泵.
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出版历程
  • 收稿日期:  2000-11-03
  • 修回日期:  2002-07-24

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