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Simulation and Analysis of Back Siltation in a Navigation Channel Using MIKE 21

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Abstract

The channel back-siltation problem has been restricting the development of channels, and its monitoring is limited by funds and natural conditions. Moreover, predicting the channel back-siltation situation in a timely and accurate manner is difficult. Hence, a numerical simulation of the back-siltation problem in the sea area near the channel is of great significance to the maintenance of a channel. In this study, the back siltation of a deep-water channel in the Lanshan Port area of the Port of Rizhao after dredging is predicted. This paper relies on the MIKE 21 software to establish the wave, tidal current, and sediment numerical models and uses measured data from two observation stations in the study area for verification. On this basis, taking one month as an example, the entire project channel was divided into five sections, and three observation points were set on each section. The results show that the area with offshore siltation is located in the northerly direction of the artificial anti-wave building. Siltation occurred on the northern seabed in the sea a little farther from the shore. Siltation occurred on the seabed surface far away from the shoreline, and with the increase in the distance from the shoreline, the amount of siltation in the south, center, and north became gradually closed, and the results can be used to guide actual engineering practices. This study will play a positive role in promoting the dredging project of Rizhao Lanshan Port.

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References

  • Berends, K. D., Scheel, F., Warmink, J. J., De Boer, W. P., Ranasinghe, R., and Hulscher, S. J. M. H., 2019. Towards efficient uncertainty quantification with high-resolution morphodynamic models: A multifidelity approach applied to channel sedimentation. Coastal Engineering, 152: 103520.

    Article  Google Scholar 

  • Bijker, E. W., 1967. Some Considerations About Scales for Coastal Models with Movable Bed. Delft Hydraulics Laboratory Publication. The Netherlands, No. 50.

  • Bijker, E. W., 1968. Littoral drift as function of waves and current. Coastal Engineering Proceedings, 1(11): 26.

    Article  Google Scholar 

  • Bijker, E. W., 1971. Longshore transport computations. ASCE Waterways, 97(4): 687–701.

    Google Scholar 

  • Chaichitehrani, N., Li, C., and Xu, K., 2019. A numerical study of sediment dynamics over sandy point dredge pit, west flank of the Mississippi River, during a cold front event. Continental Shelf Research, 183: 38–50.

    Article  Google Scholar 

  • Engelund, F. A., and Hansen, E., 1967. A monograph on sediment transport in alluvial streams. TEKNISKFORLAG Skelbrekgade 4 Copenhagen V. Denmark publication, Copenhagen, 1–62.

    Google Scholar 

  • Fortunato, A. B., Bertin, X., and Oliveira, A., 2009. Space and time variability of uncertainty in morphodynamic simulations. Coastal Engineering, 56(8): 886–894.

    Article  Google Scholar 

  • Ghosh, L. K., Prasad, N., and Joshi, V. B., 2001. A study on siltation in access channel to a port. Coastal Engineering, 43(1): 59–74.

    Article  Google Scholar 

  • Lee, G. H., Shin, H. J., and Kim, Y. T., 2019. Field investigation of siltation at a tidal harbor: North port of Incheon, Korea. Ocean Dynamics, 69(9): 1101–1120.

    Article  Google Scholar 

  • Li, C., Yang, Z., and Chen, Y., 2019a. Influence of sediment transport on Nangang terminal at Shentou Harbor of Yangpu Port. Port Engineering Technology, 56(5): 6–10.

    Google Scholar 

  • Li, Y., Song, Z., Peng, G., Fang, X., Li, R., Chen, P., et al., 2019b. Modeling hydro-dynamics in a harbor area in the Daishan Island, China. Water, 11(2): 1–22.

    Google Scholar 

  • Maren, D., Kessel, T. V., and Cronin, K., 2015. The impact of channel deepening and dredging on estuarine sediment concentration — ScienceDirect. Continental Shelf Research, 95(110): 1–14.

    Article  Google Scholar 

  • Martelo, A. F., Marques, W. C., and Moller Jr., O. O., 2019. Mid term simulation of suspended sediment transport and bed evolution for the patos lagoon estuary. Revista Mundi Engenharia Tecnologia e Gestão, 4(2): 1–16, DOI: https://doi.org/10.21575/25254782rmetg2019vol4n2792.

    Google Scholar 

  • Menendez, M., Mendez, F. J., and Izaguirre, C., 2009. The influence of seasonality on estimating return values of significant wave height. Coastal Engineering, 56(3): 211–219.

    Article  Google Scholar 

  • Mosselman, E., and Le, T. B., 2016. Five common mistakes in fluvial morphodynamic modeling. Advances in Water Resources, 93: 15–20.

    Article  Google Scholar 

  • Rijn, L., 1984. Sediment transport, part II: Suspended load transport. Journal of Hydraulic Engineering, 110(11): 1613–1641.

    Article  Google Scholar 

  • Rijn, L., 1986. Sedimentation of dredged channels by currents and waves. Journal of Waterway Port Coastal & Ocean Engineering, 112(5): 541–559.

    Article  Google Scholar 

  • Rijn, L., 1987. Mathematical modelling of morphological proesses in the case of suspended sediment transport. PhD thesis. Delft University of Technology, The Netherlands.

    Google Scholar 

  • Rijn, L., 1993. Handbook sediment transport by currents and waves. Proceedings of Coastal Sediments, 18: 83–110.

    Google Scholar 

  • Rijn, L., and Leo, C., 1985. Sediment transport, part I: Bed load transport. Journal of Hydraulic Engineering, 110(10): 1431–1456.

    Article  Google Scholar 

  • Swart, D. H., 1976. Predictive equations regarding coastal transports. Coastal Engineering Proceedings, 1(15): 65, DOI: https://doi.org/10.9753/icce.v15.65.

    Article  Google Scholar 

  • Swart, D. H., and Fleming, C. A., 1980. Longshore water and sediment transport. 17th Coastal Engineering Conference. Sydney, 1275–1294.

  • Wegen, M., and Jaffe, B. E., 2013. Towards a probabilistic assessment of process-based, morphodynamic models. Coastal Engineering, 75: 52–63.

    Article  Google Scholar 

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Acknowledgements

The study is supported by the Guangxi Key Laboratory of Marine Environmental Science, Guangxi Academy of Sciences (No. GXKLHY21-04), the Special Funds for Fundamental Scientific Research Operation of Central Universities (No. 202113011), the Shandong Provincial Social Science Planning Research Youth Project (No. 21DSHJ2), NSFC-Shandong Joint Fund (No. U1706215), and the Tianjin Philosophy and Social Science Planning Project of China (No. TJKS20XSX-015).

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Correspondence to Qingjie Li.

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Zhang, K., Li, Q., Zhang, J. et al. Simulation and Analysis of Back Siltation in a Navigation Channel Using MIKE 21. J. Ocean Univ. China 21, 893–902 (2022). https://doi.org/10.1007/s11802-022-5052-9

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  • DOI: https://doi.org/10.1007/s11802-022-5052-9

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