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Numerical Study of Hydrodynamic and Solute Transport with Discontinuous Flows in Coastal Water

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Abstract

This paper aimed to develop a depth-averaged explicit model for flow and pollutant transport in coastal waters based on the shallow water equations and the mass advection-diffusion equation. The proposed model was discretized using the finite volume method (FVM) with triangular cells. Then, it applied Roe’s approximate Riemann solution to compute the water momentum flux on the grid interfaces. This model enabled the higher accuracy in capturing the dry-wet moving fronts (discontinuous problems for flow and solute). The high-resolution scheme was evaluated to solve the advection and diffusion terms for mass transport. The model was verified by comparing the predictions of analytical solutions, laboratory tests, and other simulations for Gironde estuary with good computational accuracy. The developed model was also used to calculate the circulation and the motion of chemical oxygen demand (COD) pollutants from the sewage outfalls in the Zhuanghe coastal water with dry and wet moving boundaries. The research results showed that the residual current directions of spring and neap tides were basically the same in the Zhuanghe coastal water. However, the tide residual current of spring tide was slightly greater than that of the neap tide. In addition, there were tide residual currents from the northeast to the southwest in nearshore water and from the southwest to the northeast outside the banks, respectively. The tidal flows in the alongshore direction were strong, resulting in highly spread concentration distributions. In particular, the COD concentration reached some parts of the southern water. It could be seen that the excessive pollutant discharge from the sewage outfalls located at Zhuanghe district would cause serious pollution in aquaculture water near Shicheng island.

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References

  1. Aghajanloo, A., Pirouz, M. D., & Namin, M. M. (2011). Numerical simulation of tidal currents in Persian gulf. International Journal of Environmental, Chemical, Ecological, Geological and Geophysical Engineering, 5(10), 613–620.

    Google Scholar 

  2. Zeng, L. P., Lin, W. S., Fan, Q., & Feng, Y. R. (2012). Simulation of wind circulation and pollutant diffusion over the Pearl River Delta region. Environmental Modeling and Assessment, 17, 539–553.

    Article  Google Scholar 

  3. Sabatino, A. D., McCaig, C., Murray, R. B. O., & Heath, M. R. (2016). Modelling wave–current interactions off the east coast of Scotland. Ocean Science, 12, 875–897.

    Article  Google Scholar 

  4. Sankaranarayanan, S., & French, M. (2003). Application of a two-dimensional depth averaged hydrodynamic tidal model. Ocean Engineering, 30, 1807–1832.

    Article  Google Scholar 

  5. Blain, C. N., & Massey, T. C. (2005). Application of a coupled discontinuous–continuous Galerkin finite element shallow water model to coastal ocean dynamics. Ocean Modelling, 10(3–4), 283–315.

    Article  Google Scholar 

  6. James, A. I., & Jawitz, J. W. (2007). Modeling two-dimensional reactive transport using a Godunov-mixed finite element method. Journal of Hydrology, 338(1–2), 28–41.

    Article  Google Scholar 

  7. Brière, C., Abadie, S., Bretel, P., & Lang, P. (2007). Assessment of TELEMAC system performances, a hydrodynamic case study of Anglet, France. Coastal Engineering, 54, 345–356.

    Article  Google Scholar 

  8. Falcão, A. P., Mazzolari, A., Gonçalves, A. B., Araújo, M. A. V. C., & Trigo-Teixeira, A. (2013). Influence of elevation modelling on hydrodynamic simulations of a tidally-dominated estuary. Journal of Hydrology, 497, 152–164.

    Article  Google Scholar 

  9. Benkhaldoun, F., Elmahi, I., & Seaid, M. (2007). Well-balanced finite volume schemes for pollutant transport by shallow water equations on unstructured meshes. Journal of Computational Physics, 226(1), 180–203.

    Article  CAS  Google Scholar 

  10. Liang, D. F., Wang, X. L., Falconer, R. A., & Bockelmann-Evans, B. N. (2010). Solving the depth-integrated solute transport equation with a TVD-MacCormack scheme. Environmental Modelling & Software, 25, 1619–1629.

    Article  Google Scholar 

  11. Akbar, M., & Aliabadi, S. (2013). Hybrid numerical methods to solve shallow water equations for hurricane induced storm surge modeling. Environmental Modelling & Software, 46, 118–128.

    Article  Google Scholar 

  12. Xia, J. Q., Falconer, R. A., & Lin, B. L. (2010). Impact of different tidal renewable energy projects on the hydrodynamic processes in the Severn estuary, UK. Ocean Modelling, 32, 86–104.

    Article  Google Scholar 

  13. Zhang, M., Wu, W. M., Lin, L. H., & Yu, J. N. (2012). Coupling of wave and current numerical model with unstructured quadtree grid for nearshore coastal waters. SCIENCE CHINA Technological Sciences, 55(2), 568–580.

    Article  CAS  Google Scholar 

  14. Ata, R., Pavan, S., Khelladi, S., & Toro, E. F. (2013). A weighted average flux (WAF) scheme applied to shallow water equations for real-life applications. Advances in Water Resources, 62, 155–172 Part A.

    Article  Google Scholar 

  15. Zhang, M. L., Xu, Y. Y., Qiao, Y., Jiang, H. Z., Zhang, Z. Z., & Zhang, G. S. (2016). Numerical simulation of flow and bed morphology in the case of dam break floods with vegetation effect. Journal of Hydrodynamics, 28(1), 23–32.

    Article  Google Scholar 

  16. Rubio, A. D., Zalts, A., & El Hasi, C. D. (2008). Numerical solution of the advection-reaction-diffusion equation at different scales. Environmental Modelling & Software, 23, 90–95.

    Article  Google Scholar 

  17. Casulli, V., & Zanolli, P. (2005). High resolution methods for multidimensional advection-diffusion problems in free-surface hydrodynamics. Ocean Modelling, 10, 137–151.

    Article  Google Scholar 

  18. Begnudelli, L., & Sanders, B. F. (2006). Unstructured grid finite-volume algorithm for shallow-water flow and scalar transport with wetting and drying. Journal of Hydraulic Engineering, 132(4), 371–384.

    Article  Google Scholar 

  19. Kong, J., Xin, P., Shen, C. J., Song, Z. Y., & Li, L. (2013). A high-resolution method for the depth-integrated solute transport equation based on an unstructured mesh. Environmental Modelling & Software, 40, 109–127.

    Article  Google Scholar 

  20. Zhang, L. L., Liang, Q. H., Wang, Y. L., & Yin, J. X. (2015). A robust coupled model for solute transport driven by severe flow conditions. Journal of Hydro-Environment Research, 9, 49–60.

    Article  Google Scholar 

  21. Roe, P. L. (1981). Approximate Riemann solvers, parameter vectors and difference schemes. Journal of Computational Physics, 43, 357–372.

    Article  Google Scholar 

  22. Mingham, C. G., & Causon, D. M. (2008). A simple high-resolution advection scheme. International Journal for Numerical Methods in Fluids, 56, 469–484.

    Article  Google Scholar 

  23. Sweby, P. K. (1984). High resolution scheme using flux-limiters for hyperbolic conservation laws. SIAM Journal on Numerical Analysis, 21, 995–1011.

    Article  Google Scholar 

  24. Tamamidis, P. (1995). A new upwind scheme on triangular meshes using the finite volume method. Computer Methods in Applied Mechanics and Engineering, 124, 15–31.

    Article  Google Scholar 

  25. Ying, X. Y., Jorgeson, J., & Wang, S. S. Y. (2009). Modeling dam-break flows using finite volume method on unstructured grid. Engineering Applications of Computational Fluid Mechanics, 3, 184–194.

    Article  Google Scholar 

  26. Geng, Y. F., Wang, Z. L., & Lu, Y. J. (2009). Discretization of two-dimensional advection-diffusion equation with unstructured cell center finite volume method. Chinese Journal of Computational Physics, 26, 17–26 (in Chinese).

    Google Scholar 

  27. Li, Z. H., Nguyen, K. D., Brun-Cottan, J. C., & Martin, J. M. (1994). Numerical simulation of the turbidity maximum transport in the Gironde estuary (France). Oceanologica Acta, 17(5), 479–500.

    Google Scholar 

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Funding

This work was supported by the National Nature Science Foundation of China (51579030), the Liaoning Natural Science Foundation (2014020148), the Wetland Degradation and Ecological Restoration Program of Panjin Pink Beach (PHL-XZ-2017013-002), and the Open Fund of the State Key Laboratory of Hydraulics and Mountain River Engineering (SKHL1517).

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Correspondence to Mingliang Zhang.

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Zhang, M., Xu, Y. & Qiao, H. Numerical Study of Hydrodynamic and Solute Transport with Discontinuous Flows in Coastal Water. Environ Model Assess 23, 353–367 (2018). https://doi.org/10.1007/s10666-017-9585-z

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  • DOI: https://doi.org/10.1007/s10666-017-9585-z

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