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长江河口悬沙的运动方式与沉积形态特征分析 被引量:16

The patterns of transportation and morphological features of deposition of suspended sediment in the Changjiang Estuary
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摘要 长江河口为三级分汊四口入海的中等潮汐强度的三角洲河口。长江河口的悬沙输运有净上移、净下泄、上层下泄而下层上溯、潮滩与主槽之间的泥沙交换及涨潮槽泥沙倒灌落潮槽等五种形式。根据悬沙沉积的不同地点不同沉积形态可分为暗沙、拦门沙、口外水下三角洲以及河口潮滩四种类型。 The data used in this paper are collected during four field surveys, in which measurements at various stations (Fig 1) have been carried out The measurement periods cover December 18-19, 1982 (dry season, spring tide), September 7, 1983 (flood season, spring tide), July 29, 1988 (flood season, spring tide) and December 24, 1988 (dry season, spring tide) Analysis was done by combining the observed data with research results of others According to calculated values of the dominant flow, the Changjiang Estuary can be divided into three types of sections with different characteristics The first is mainly influenced by river flow, or ebb dominant flow section; the second is mainly influenced by tidal flow, or flood dominant flow section; and the third section is dominantly influenced by the density flow In areas with ebb dominant flow, the residual sediments from upper lager to lower layer transport seaward; in areas with flood dominant flow the residual sediments from upper layer to lower layer transport landward; and in reaches with density flow dominated section, the residual sediments transport to the upper layer, which would be carried seaward with the outflowing river water, but in the lower layer it is done in the flood direction Moreover, there are other forms to transport residual suspended sediments: Sediment exchange between channel and tidal flat is caused by horizontal circulation flows Sediment of the North Branch has turned to the South Branch and sediment of the South Passage has turned to the North Passage According to the depositional areas and under water depositional morphology, four types of deposition are :dentified:1)Underwater sandbank formed by diversion of flood and ebb flow; 2)in areas with dense flow dominated section, due to the mixtrue of salt and fresh water formed the turbidity maximum, the mouth bars have the same location as the turbidity maximum; 3)the deposition of the large amount of the suspended sediment is growing into huge submerged delta out of the estuary; 4)and the marshes developed by the horizontal circulation of flow and sediment transport at the channel tidal flat systems
出处 《地理研究》 CSCD 北大核心 2001年第2期170-177,共8页 Geographical Research
基金 国家自然科学基金!重大项目 ( 94 870 0 5 0 1 ) !重点项目 ( 4973 62 2 0 )资助
关键词 长江河口 悬沙输移形式 沉积作用 优势流 暗沙 拦门沙 河口潮滩 Changjiang estuary suspended sediment transport patterns deposition action dominant flow
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参考文献19

  • 1黄胜.长江口拦门沙淤积原因分析及预测.河流泥沙国际学术讨论会论文集[M].北京:水利出版社,1980,C6.1-10.
  • 2张志忠 徐志刚.长江口悬沙及其运移[J].海洋科学,1983,5:6-11.
  • 3恽才兴.长江河口潮滩冲淤和滩槽泥沙交换[J].泥沙研究,1983,(3):235-244.
  • 4王康墡 苏纪兰.长江口南港环流及悬移物质输运的计算分析.海洋学报,1987,9(5):627-637.
  • 5潘定安,沈焕庭,茅志昌.长江口浑浊带的形成机理与特点[J].海洋学报,1999,21(4):62-69. 被引量:24
  • 6沈焕庭 潘定安.长江河口潮流特性及其对河槽演变的影响[J].上海师范大学学报:自然科学版,1979,(2):131-144.
  • 7朱慧芳.河口切变锋引起的滩槽泥沙交换应述要[J].华东师范大学学报,1995,:31-33.
  • 8茅志昌.波浪以南汇江滩冲淤作用的初步分析[J].海洋湖沼通报,1987,(4):21-29.
  • 9陈吉余,长江河口动力过程和地貌演变,1988年,48页
  • 10茅志昌,海洋湖沼通报,1987年,4期,21页

二级参考文献22

  • 1李九发,时伟荣,沈焕庭.长江河口最大浑浊带的泥沙特性和输移规律[J].地理研究,1994,13(1):51-59. 被引量:60
  • 2沈健,沈焕庭,潘定安,肖成猷.长江河口最大浑浊带水沙输运机制分析[J].地理学报,1995,50(5):411-420. 被引量:68
  • 3潘定安,孙介民.长江口拦门沙地区的泥沙运动规律[J].海洋与湖沼,1996,27(3):279-286. 被引量:17
  • 4沈焕庭 郭成涛 等.长江河口最大浑浊带的变化规律及其成因探讨.海岸河口区动力、地貌、沉积过程论文集[M].北京:科学出版社,1984.76-89.
  • 5张重我 沈焕庭.长江口咸淡水混合及其对悬沙的影响[J].华东师范大学学报:自然科学版,1988,(4):83-88.
  • 6潘家安 胡方西 等.长江口夏季的盐淡水混合.海岸河口研究[M].北京:海洋出版社,1990.24-40.
  • 7陈邦林 吴玲 等.河口细颗粒泥沙的界面化学研究Ⅰ.长江口北槽沉积物的界面电位研究.上海城市污水排放背景文献汇编[M].上海:华东师范大学出版社,1985.232-244.
  • 8陈邦林 吴玲 等.河口细颗粒泥沙的界面化学研究Ⅱ.长江口南港南槽地区悬移质絮凝机理研究.上海市污水排放背景文献汇编[M].上海:华东师范大学出版社,1985.245-251.
  • 9沈焕庭 朱慧芳 等.长江河口环流及其对泥沙输移的影响[J].海洋与湖沼,1986,17(1):26-35.
  • 10陈吉余.长江口拦门沙及下水下三角洲的动力沉积、演变和深水航道治理[J].华东师范大学学报(长江口深水航道治理与港口建设专辑),1995,:1-22.

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