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Study on Vertical Distribution of Sediment Concentration in the Tidal Estuary

Received: 25 June 2024     Accepted: 22 July 2024     Published: 20 August 2024
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Abstract

The vertical distribution of sediment concentration in estuaries is the core issue of suspended sediment transport. At present, there are many researches on the vertical distribution of sediment concentration in rivers, and a lot of results have been achieved, but that in estuaries is seldom studied. The Yellow River Estuary (YRE) and the Qiantang River Estuary (QRE) are typical tidal estuaries with strong erosion/deposition and high concentration in China. Under the action of alternating tidal flow, the suspended sediment transport shows significant time-varying and non-equilibrium transport characteristics. The vertical distribution of sediment concentration is quite different from that of ordinary rivers. This paper analyzes the vertical distribution of sediment concentration under the action of tidal currents based on the theory of sediment movement and diffusion. Compared with equilibrium sediment transport, the vertical distribution of sediment concentration only differs by one vertical distribution coefficient. Based on the analysis of the measured data, it is found that the vertical distribution of sediment concentration in the YRE and QRE is mostly exponential. Firstly, the multivariate relationship between the vertical distribution coefficient and the sediment saturation and suspension index is established by means of the measured water and sediment data of the QRE. The correlation coefficient R2 was above 0.64, which has a good correlation. Finally, the established relationship was validated using measured water and sediment data from the YRE, and the results were basically consistent, indicating that the established formula for vertical distribution of sediment concentration is suitable for general tidal estuaries, and has a certain reference value for the simulation of sediment transport in the YRE and QRE.

Published in Earth Sciences (Volume 13, Issue 4)
DOI 10.11648/j.earth.20241304.13
Page(s) 141-150
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Vertical Distribution of Sediment Concentration, Vertical Distribution Coefficient, Sediment Saturation, Suspended Index, Sediment Carrying Capacity, Yellow River Estuary, Qiantang River Estuary

References
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[2] QIAN Ning, WAN Zao-hui. Mechanics of sediment transport. Beijing: Science Press; 1983, pp 311-354.
[3] ZHANG Rui-jin. River sediment dynamics. Beijing: China Water Conservancy and Hydropower Press; 1998, pp 119-123.
[4] NI jin-ren, WANG Guang-qian, ZHANG Hong-wu. Basic theory of solid-liquid two phase flow and its latest applications. Beijing: Science Press; 1991.
[5] HU Chun-hong. Advancement and tendency of sediment research in China, Journal of sediment research. 2014, (2), 1-5.
[6] HAN Qi-wei, CHEN Xu-jian, XUE Xiao-chun. On vertical distribution of sediment concentration in non-equilibrium transport, Advances in water science, 2010, 21(4): 512-523.
[7] ZHAO Lian-jun, WU Guo-ying, WANG Jia-yi. Review and prospect of vertical distribution by non-equilibrium sediment concentration theory, Journal of Hydroelectric Engineering, 2015, 31(4): 63-69.
[8] MA Zhi-pu, GUO Qing-chao, GUAN Jian-zhao, et al. Non-equilibrium vertical distribution formula of suspended sediment concentration, Journal of sediment research, 2022, 47(3): 1-8.
[9] HUO Li, CHENG Dong, DUAN Guang-lei, et al. Study on vertical distribution of suspended sediment concentration in the Jingjiang reach downstream the Three Gorges Dam, Journal of sediment research, 2020, 45(6): 27-32.
[10] TAN Jian-hua, LI Ruo-hua, LIANG Bin. Discussion on vertical structure analysis of suspended sediment concentration of macro-tidal estuaries during spring tide-take Zhapu of Hangzhou Bay as an example, Hydro-Science and Engineering, 2009(2): 39-43.
[11] YANG Hua, ZHAO ChongJiu, HOU Zhihua, et al. Study on sediment vertical distribution under wave and current of silty coast, Journal of waterway and harbor, 2006, 27(3): 142-146.
[12] LI Rui-jie, FENG Qing, CHEN Jun, et al. Analysis on vertical distribution of nearshore fluid velocity and sediment concentration, Marine Science Bulletin, 2012, 31(6): 607-612.
[13] LUO Zhao-sen. Computation of siltation in dredged channel in estuaries, Journal of sediment research, 1987, (2): 13-20.
[14] SUN Zhi-lin, XIA Shan-shan, ZHU Xiao, et al. Formula for sediment carrying capacity of time-varying flow in estuaries, Journal of Tsinghua University (Natural Science Edition), 2010, 50(3): 383-386.
[15] Zhi-lin Sun, En-shang Yang, Dan Xu, et al. Logarithmic Law for Transport Capacity of Nonuniform Sediment, Journal of Hydraulic Engineering, 2018, 144(3): 04017069.
[16] Yingbiao Shi. Numerical Simulation of Salinity and Sediment Transport over Mobile Bed in the Qiantang Estuary. Ph. D. Thesis, Zhejiang University, 2022.
[17] Wang Yangui, Shi Hongling, Cheng yin, et al. Runoff-Sediment Changes and Their Impacts of Major Rivers in China. Beijing: Science Press; 2023, pp 56-72.
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  • APA Style

    Shi, Y., Cheng, W., He, K., Zhang, J. (2024). Study on Vertical Distribution of Sediment Concentration in the Tidal Estuary. Earth Sciences, 13(4), 141-150. https://doi.org/10.11648/j.earth.20241304.13

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    ACS Style

    Shi, Y.; Cheng, W.; He, K.; Zhang, J. Study on Vertical Distribution of Sediment Concentration in the Tidal Estuary. Earth Sci. 2024, 13(4), 141-150. doi: 10.11648/j.earth.20241304.13

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    AMA Style

    Shi Y, Cheng W, He K, Zhang J. Study on Vertical Distribution of Sediment Concentration in the Tidal Estuary. Earth Sci. 2024;13(4):141-150. doi: 10.11648/j.earth.20241304.13

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  • @article{10.11648/j.earth.20241304.13,
      author = {Yingbiao Shi and Wenlong Cheng and Kun He and Jun Zhang},
      title = {Study on Vertical Distribution of Sediment Concentration in the Tidal Estuary
    },
      journal = {Earth Sciences},
      volume = {13},
      number = {4},
      pages = {141-150},
      doi = {10.11648/j.earth.20241304.13},
      url = {https://doi.org/10.11648/j.earth.20241304.13},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.earth.20241304.13},
      abstract = {The vertical distribution of sediment concentration in estuaries is the core issue of suspended sediment transport. At present, there are many researches on the vertical distribution of sediment concentration in rivers, and a lot of results have been achieved, but that in estuaries is seldom studied. The Yellow River Estuary (YRE) and the Qiantang River Estuary (QRE) are typical tidal estuaries with strong erosion/deposition and high concentration in China. Under the action of alternating tidal flow, the suspended sediment transport shows significant time-varying and non-equilibrium transport characteristics. The vertical distribution of sediment concentration is quite different from that of ordinary rivers. This paper analyzes the vertical distribution of sediment concentration under the action of tidal currents based on the theory of sediment movement and diffusion. Compared with equilibrium sediment transport, the vertical distribution of sediment concentration only differs by one vertical distribution coefficient. Based on the analysis of the measured data, it is found that the vertical distribution of sediment concentration in the YRE and QRE is mostly exponential. Firstly, the multivariate relationship between the vertical distribution coefficient and the sediment saturation and suspension index is established by means of the measured water and sediment data of the QRE. The correlation coefficient R2 was above 0.64, which has a good correlation. Finally, the established relationship was validated using measured water and sediment data from the YRE, and the results were basically consistent, indicating that the established formula for vertical distribution of sediment concentration is suitable for general tidal estuaries, and has a certain reference value for the simulation of sediment transport in the YRE and QRE.},
     year = {2024}
    }
    

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  • TY  - JOUR
    T1  - Study on Vertical Distribution of Sediment Concentration in the Tidal Estuary
    
    AU  - Yingbiao Shi
    AU  - Wenlong Cheng
    AU  - Kun He
    AU  - Jun Zhang
    Y1  - 2024/08/20
    PY  - 2024
    N1  - https://doi.org/10.11648/j.earth.20241304.13
    DO  - 10.11648/j.earth.20241304.13
    T2  - Earth Sciences
    JF  - Earth Sciences
    JO  - Earth Sciences
    SP  - 141
    EP  - 150
    PB  - Science Publishing Group
    SN  - 2328-5982
    UR  - https://doi.org/10.11648/j.earth.20241304.13
    AB  - The vertical distribution of sediment concentration in estuaries is the core issue of suspended sediment transport. At present, there are many researches on the vertical distribution of sediment concentration in rivers, and a lot of results have been achieved, but that in estuaries is seldom studied. The Yellow River Estuary (YRE) and the Qiantang River Estuary (QRE) are typical tidal estuaries with strong erosion/deposition and high concentration in China. Under the action of alternating tidal flow, the suspended sediment transport shows significant time-varying and non-equilibrium transport characteristics. The vertical distribution of sediment concentration is quite different from that of ordinary rivers. This paper analyzes the vertical distribution of sediment concentration under the action of tidal currents based on the theory of sediment movement and diffusion. Compared with equilibrium sediment transport, the vertical distribution of sediment concentration only differs by one vertical distribution coefficient. Based on the analysis of the measured data, it is found that the vertical distribution of sediment concentration in the YRE and QRE is mostly exponential. Firstly, the multivariate relationship between the vertical distribution coefficient and the sediment saturation and suspension index is established by means of the measured water and sediment data of the QRE. The correlation coefficient R2 was above 0.64, which has a good correlation. Finally, the established relationship was validated using measured water and sediment data from the YRE, and the results were basically consistent, indicating that the established formula for vertical distribution of sediment concentration is suitable for general tidal estuaries, and has a certain reference value for the simulation of sediment transport in the YRE and QRE.
    VL  - 13
    IS  - 4
    ER  - 

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Author Information
  • Zhejiang Institute of Hydraulics and Estuary (Zhejiang Institute of Marine, Planning and Design), Hangzhou, China; Zhejiang Provincial Key Laboratory of Estuary and Coast, Hangzhou, China

  • Zhejiang Institute of Hydraulics and Estuary (Zhejiang Institute of Marine, Planning and Design), Hangzhou, China; Zhejiang Provincial Key Laboratory of Estuary and Coast, Hangzhou, China

  • Zhejiang Institute of Hydraulics and Estuary (Zhejiang Institute of Marine, Planning and Design), Hangzhou, China; Zhejiang Provincial Key Laboratory of Estuary and Coast, Hangzhou, China

  • Zhejiang Institute of Hydraulics and Estuary (Zhejiang Institute of Marine, Planning and Design), Hangzhou, China; Zhejiang Provincial Key Laboratory of Estuary and Coast, Hangzhou, China

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