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Mechanisms of along-channel sediment transport in the North Passage of the Yangtze Estuary and their response to large-scale interventions

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Abstract

The effects of large-scale interventions in the North Passage of the Yangtze Estuary (the Deep Waterway Project, DWP) on the along-channel flow structure, suspended sediment distribution and its transport along the main channel of this passage are investigated. The focus is explaining the changes in net sediment transport in terms of physical mechanisms. For this, data of flow and suspended sediment concentration (SSC), which were collected simultaneously at several locations and at different depths along the main channel of the North Passage prior to and after the engineering works, were harmonically analyzed to assess the relative importance of the transport components related to residual (time-mean) flow and various tidal pumping mechanisms. Expressions for main residual flow components were derived using theoretical principles. The SSC revealed that the estuarine turbidity maximum (ETM) was intensified due to the interventions, especially in wet seasons, and an upstream shift and extension of the ETM zone occurred. The amplitude of the M 2 tidal current considerably increased, and the residual flow structure was significantly altered by engineering works. Prior to the DWP, the residual flow structure was that of a gravitational circulation in both seasons, while after the DWP, there was seaward flow throughout the channel during the wet season. The analysis of net sediment transport reveals that during wet seasons and prior to the DWP, the sediment trapping was due to asymmetric tidal mixing, gravitational circulation, tidal rectification, and M 2 tidal pumping, while after the DWP, the trapping was primarily due to seaward transport caused by Stokes return flow and fresh water discharge and landward transport due to M 2 tidal pumping and asymmetric tidal mixing. During dry seasons, prior to the DWP, trapping of sediment at the bottom relied on landward transports due to Stokes transport, M 4 tidal pumping, asymmetric tidal mixing, and gravitational circulation, while after the DWP the sediment trapping was caused by M 2 tidal pumping, Stokes transport, asymmetric tidal mixing, tidal rectification, and gravitational circulation.

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Acknowledgments

The first author is financially supported by the China Scholarship Council. This research is supported by the projects NSFC-50939003, NSFC-NWO 51061130544 (Chinese-Dutch collaboration), and NSFC-40976055 granted by the Natural Science Foundation. This research is also supported by Open Research Fund of State Key Laboratory of Estuarine and Coastal Research (SKLEC-KF201202).

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Authors and Affiliations

  1. State Key Laboratory of Estuarine and Coastal Research, East China Normal University, 3663 Zhongshan Rd. N., 200062, Shanghai, China

    Chenjuan Jiang & Jiufa Li

  2. Institute for Marine and Atmospheric Research Utrecht, Utrecht University, Princetonplein 5, 3584 CC, Utrecht, the Netherlands

    Chenjuan Jiang & Huib E. de Swart

  3. Shanghai Estuarine & Coastal Science Research Center, 1045 Xingsheng Rd, 201201, Shanghai, China

    Gaofeng Liu

Authors
  1. Chenjuan Jiang
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  2. Huib E. de Swart
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  3. Jiufa Li
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  4. Gaofeng Liu
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Correspondence to Jiufa Li.

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Responsible Editor: Han Winterwerp

This article is part of the Topical Collection on the 11th International Conference on Cohesive Sediment Transport

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Jiang, C., de Swart, H.E., Li, J. et al. Mechanisms of along-channel sediment transport in the North Passage of the Yangtze Estuary and their response to large-scale interventions. Ocean Dynamics 63, 283–305 (2013). https://doi.org/10.1007/s10236-013-0594-4

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  • DOI: https://doi.org/10.1007/s10236-013-0594-4

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