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1959—2018年九段沙地貌演化特征及动力机制
引用本文:程海峰,辛沛,刘杰,顾峰峰,王巍,韩露.1959—2018年九段沙地貌演化特征及动力机制[J].水科学进展,1990,31(4):491-501.
作者姓名:程海峰  辛沛  刘杰  顾峰峰  王巍  韩露
作者单位:1. 河海大学水文水资源与水利工程科学国家重点实验室, 江苏南京 210098;2. 上海河口海岸科学研究中心河口海岸 交通行业重点实验室, 上海 201201
基金项目:国家重点研发计划资助项目(2016YFC0402101)
摘    要:基于近60年(1959—2018年)系列水下地形资料,研究九段沙成形以来的地貌演化特征和动力成因。结果表明:九段沙1959—1990年处于稳速淤涨、以低滩为主的自然演化状态;近30年(1990—2018年),0 m及以上高滩受植被生长和长江口深水航道治理工程作用快速淤涨,-1~-2 m滩面受干扰程度小、稳速淤涨;近20年(1998—2018年),-3 m及以下低滩受流域减沙和临近的大型涉水工程影响淤涨放缓并由淤积转冲刷,期间流域减沙使得九段沙淤积放缓滩地由低到高向上延伸。未来流域来沙可能进一步下降并维持在较低水平,九段沙将面临-3 m及以下低滩进一步冲蚀,-3 m以上滩地淤积放缓并由低到高逐渐转冲的风险。

关 键 词:地貌演化  动力机制  九段沙  长江口  
收稿时间:2019-11-05

Morphological evolution and dynamic mechanics of the Jiuduansha Shoal (China) during 1959—2018
CHENG Haifeng,XIN Pei,LIU Jie,GU Fengfeng,WANG Wei,HAN Lu.Morphological evolution and dynamic mechanics of the Jiuduansha Shoal (China) during 1959—2018[J].Advances in Water Science,1990,31(4):491-501.
Authors:CHENG Haifeng  XIN Pei  LIU Jie  GU Fengfeng  WANG Wei  HAN Lu
Institution:1. State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210098, China;2. Key Laboratory of Estuarine and Coastal Project, Ministry of Transport, Shanghai Estuarine and Coastal Science Research Center, Shanghai 201201, China
Abstract:This paper studies the morphological evolution and dynamic mechanics of the Jiuduansha Shoal (China),based on analysis of bathymetric data over the last 60 years (1959—2018). The results show that from 1959 to 1990,a natural evolution trend with relatively stable accretion rates occurred for the Jiuduansha Shoal particularly in the lower intertidal zone. During the last 30 years(1990—2018),the high mudflat of 0 m above the chart datum was subjected to rapid accretion due to the plant development and the construction of the Yangtze Estuary deep-water channel regulation project. During the last 20 years(1998—2018),the low mudflat 3 m below the chart datum was affected by the decrease in the river sediment supply and the adjacent large-scale water-related projects. The accretion rates slowed down and instead sediment erosion became to occur. During this period,the sediment reduction in the river basin led the slow-accretion mudflat to move upward in the Jiuduansha Shoal. In the future,the sediment supply in the river basin may keep decreasing and maintain a lower level. The low mudflat 3 m below the chart datum in the Jiuduansha Shoal will face a risk of further erosion,and the rest will be subjected to a decreasing accretion or sediment erosion.
Keywords:morphological evolution  dynamic mechanics  Jiuduansha Shoal  Yangtze Estuary  
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