Abstract
The results from both the field measurements and numerical simulation were reported to comprehensively analyze the sediment siltation in the upper reach of the Deepwater Navigation Channel Project in the Yangtze Estuary after the project has been implemented. In this research, firstly some basic information about the river evolution in the Yangtze Estuary is analyzed, including the variations of water depths in the Hengsha Passage and the inlet cross-sections of the North Passage and the South Passage, and changes of diversion ratios of ebb flow and sediment flux in the North Passage and the South Passage. Then the Delft3D-Flow model is applied to simulate the hydrodynamics and sediment transport in the Yangtze Estuary. This model has been calibrated and the simulated results agree well with the measured data of the tidal levels, flow velocities and suspended sediment concentration (Ssc), indicating that the model can well simulate the hydrodynamics and sediment transport of the Yangtze Estuary caused by the Deepwater Navigation Channel Project. The research results show that the development of the Hengsha Passage and decrease of diversion ratio of ebb flow and sediment flux in the North Passage are the main reasons of sediment siltation in the upper reach of the Deepwater Navigation Channel in the Yangtze Estuary.
Similar content being viewed by others
References
THOMAS C., SPEARMAN J. and TUMBULL M. Historical morphological change in the Mersey Estuary[J]. Continental Shelf Research, 2002, 22(11–13): 1775–1794.
CHEN Wei, GU Jie and QIN Xin et al. Numerical analysis of the sediment deposition in the upper reach of the deepwater navigation channel in the Changjiang River Estuary[J]. Chinese Journal of Hydrodynamics, 2012, 27(2): 199–207(in Chinese).
LIU Hua, WU Wei and HE You-sheng et al. Studies on numerical modeling of water environment in the Yangtze Estuary-numerical simulation of hydrodyna-mic flows[J]. Chinese Journal of Hydrodynamics. 2000, 15(1): 17–30(in Chinese).
XU Fu-min and ZHANG Chang-kuan. Study of the effect of storm waves on the rapid deposition of the Yangtze River Estuary channel[J]. Chinese Journal of Hydrodynamics, 2004, 19(2): 137–143 (in Chinese).
LIU G., ZHU J. and WANG Y. et al. Tripod measured residual currents and sediment flux: Impacts on the silting of the Deepwater Navigation Channel in the Changjiang Estuary[J]. Estuarine, Coastal and Shelf Science, 2011, 93(3):192–201.
KUANG C., LIU X. and GU J. et al. Numerical prediction of medium-term tidal flat evolution in the Yangtze Estuary: Impacts of the Three Gorges Project[J]. Continental Shelf Research, 2013, 52: 12–26.
ZHANG Wan-shun, ZHAO Yan-xin and XU Yan-hong et al. 2-D numerical simulation of radionuclide transport in the Lower Yangtze River[J]. Journal of Hydrodynamics, 2012, 24(5): 702–710.
WANG Y., SHEN J. and HE Q. A numerical model study of the transport timescale and change of estuarine circulation due to waterway constructions in the Changjiang Estuary, China[J]. Journal of Marine Systems, 2010, 82(3): 154–170.
LI Hong-ling, ZHANG Ying. Research on Rs and Gis based visualization of Deepwater Channel in Changjiang Estuary[J]. China Harbour Engineering, 2005, (5): 12–14 (in Chinese).
LUO Xiao-feng, CHEN Zhi-chang. Analysis of salinity’s variation in the North Channel of the Yangtze Estuary[J]. Port and Waterway Engineering, 2006, (11): 79–82(in Chinese).
ZHOU Hai, ZHANG Hua and RUAN Wei. Distribution of maximum turbidity and its influence on the sedimentation of north passage before and after the construction of the first stage of Yangtze Estuary Deepwater Channel Regulation Project[J]. Journal of Sediment Research, 2005, (5): 58–65(in Chinese).
XIE Rui, WU De-an and YAN Yi-xin et al. Fine silt pa-rticle pathline of dredging sediment in the Yangtze River deepwater navigation sediment in the Yangtze river deepwater navigation channel based on Efdc model[J]. Journal of Hydrodynamics, 2010, 22(6): 760–772.
PAN Ling-zhi, DING Ping-xing and GE Jian-zhong et al. Analysis of influence of Deep Waterway Project on morphological change in North Passage of Changjiang Estuary[J]. Journal of Sediment Research, 2011, (5): 51–59(in Chinese).
YUN Cai-xing. Basic law of recent evolution of estuary[M]. Beijing, China: China Ocean Press, 2004(in Chinese).
CHENG Hai-feng, LIU Jie and ZHAO De-zhao. Analysis of river bed evolution and prediction of its trend for Hengsha Passage[J]. Journal of Waterway and Harbor, 2010, 31(5): 365–369(in Chinese).
LIU Jie, CHEN Ji-yu and XU Zhi-yang. River-bed evolution in the braided reach of the south and north passage after implementing Yangtze estuary deepwater navigational improvements[J]. Advance in Water Science, 2008, 19(5): 605–612(in Chinese).
YANG Ting, TAO Jian-feng and ZHANG Chang-kuan et al. Analysis on annual variation of diversion ratio of flow and sediment in Yangtze River Estuary after regulation project[J]. Yangtze River, 2012, 43(5): 84–88(in Chinese).
GUO Y., WU X. and PAN C. et al. Numerical simulation of the tidal flow and suspended sediment transport in the Qiantang Estuary[J]. Journal of Waterway, Port, Coastal and Ocean Engineering, 2012, 138(3): 192–203.
SUN Bo. Numerical study on the impact of Three Gorges and South-Branch Water Transfer Project on saline wedge of the Yangtze River Estuary, Shanghai[D]. Master Thesis, Shanghai, China: Tongji University, 2009(in Chinese).
ALLEN J, SOMERFIELD P. and GILBERT F. Quantifying uncertainty in high-resolution coupled hydrodynamic-ecosystem models[J]. Journal of Marine Systems, 2007, 64(1–4): 3–14.
Author information
Authors and Affiliations
Corresponding author
Additional information
Project supported by the Key Subject Foundation of Shanghai Education Committee (Grant No. J50702), the National Key Basic Research Development Program of China (973 Program, Grant No. 2012CB957704).
Biography: KUANG Cui-ping (1966-), Female, Ph. D., Professor
Rights and permissions
About this article
Cite this article
Kuang, Cp., Chen, W., Gu, J. et al. Comprehensive analysis on the sediment siltation in the upper reach of the deepwater navigation channel in the Yangtze Estuary. J Hydrodyn 26, 299–308 (2014). https://doi.org/10.1016/S1001-6058(14)60033-0
Received:
Revised:
Issue Date:
DOI: https://doi.org/10.1016/S1001-6058(14)60033-0