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Numerical investigation of fluid mud motion using a three-dimensional hydrodynamic and two-dimensional fluid mud coupling model
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  • 作者:Xiaochen Yang (1)
    Qinghe Zhang (2)
    Linnan Hao (3)

    1. Research Institute of Water Resources and Hydropower
    ; Liaoning Province ; Shenyang ; 110003 ; Liaoning Province ; China
    2. State Key Laboratory of Hydraulic Engineering Simulation and Safety
    ; Tianjin University ; Tianjin ; 300072 ; China
    3. Office of Liaoning Provincial Flood Control and Drought Relief Headquarters
    ; Shenyang ; 110003 ; China
  • 关键词:Fluid mud ; Two ; layer model ; Friction factor
  • 刊名:Ocean Dynamics
  • 出版年:2015
  • 出版时间:March 2015
  • 年:2015
  • 卷:65
  • 期:3
  • 页码:449-461
  • 全文大小:1,468 KB
  • 参考文献:1. Canestrelli, A, Fagherazzi, S, Lanzoni, S (2012) A mass-conservative centered finite volume model for solving two-dimensional two-layer shallow water equations for fluid mud propagation over varying topography and dry areas. Adv Water Resour 40: pp. 54-70 CrossRef
    2. Chen, C, Liu, H, Beardsley, RC (2003) An unstructured, finite volume, three-dimensional, primitive equation ocean model: application to coastal ocean and estuaries. J Atmos Ocean Technol 20: pp. 159-186 CrossRef
    3. Cochard, S, Ancey, C (2009) Experimental investigation of the spreading of viscoplastic fluids on inclined planes. J Non-Newtonian Fluid Mech 158: pp. 73-84 CrossRef
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    5. Guan, WB, Kot, SC, Wolanski, E (2005) 3-D fluid-mud dynamics in the Jiaojiang Estuary, China. Estuar Coast Shelf Sci 65: pp. 747-762 CrossRef
    6. Kineke, GC, Sternberg, RW (1995) Distribution of fluid muds on the Amazon continental shelf. Mar Geol 125: pp. 193-233 CrossRef
    7. Knoch, D, Malcherec, A (2011) A numerical model for simulation of fluid mud with different rheological behaviors. Ocean Dyn 61: pp. 245-256 CrossRef
    8. Le Hir P, Bassoullet P, Jestin H (2000) Application of the continuous modeling concept to simulate high-concentration suspended sediment in a macrotidal estuary. Coastal and Estuarine Fine Sediment Processes. Proceedings of 5th international conference on nearshore and estuarine cohesive sediment processes, Seoul 3: 229鈥?47
    9. Normant, C (2000) Three-dimensional modelling of cohesive sediment transport in the Loire estuary. Hydrol Process 14: pp. 2231-2243 CrossRef
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    15. Traykovski, P, Geyer, WR, Irish, JD, Lynch, JF (2000) The role of wave-induced density-driven fluid mud flows for cross-shelf transport on the Eel River continental shelf. Cont Shelf Res 20: pp. 2113-2140 CrossRef
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    18. Wang L, Winter C, Schrottke K, Hebbeln D, Bartholoma A (2008) Modelling of estuarine fluid mud evolution in troughs of large subaqueous dune. Proceedings of the Chinese-German joint symposium on hydraulic and ocean engineering. Eigenverlag, Darmstadt, 372鈥?79
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  • 刊物类别:Earth and Environmental Science
  • 刊物主题:Earth sciences
    Oceanography
    Geophysics and Geodesy
    Meteorology and Climatology
    Fluids
    Structural Foundations and Hydraulic Engineering
  • 出版者:Springer Berlin / Heidelberg
  • ISSN:1616-7228
文摘
A water-fluid mud coupling model is developed based on the unstructured grid finite volume coastal ocean model (FVCOM) to investigate the fluid mud motion. The hydrodynamics and sediment transport of the overlying water column are solved using the original three-dimensional ocean model. A horizontal two-dimensional fluid mud model is integrated into the FVCOM model to simulate the underlying fluid mud flow. The fluid mud interacts with the water column through the sediment flux, current, and shear stress. The friction factor between the fluid mud and the bed, which is traditionally determined empirically, is derived with the assumption that the vertical distribution of shear stress below the yield surface of fluid mud is identical to that of uniform laminar flow of Newtonian fluid in the open channel. The model is validated by experimental data and reasonable agreement is found. Compared with numerical cases with fixed friction factors, the results simulated with the derived friction factor exhibit the best agreement with the experiment, which demonstrates the necessity of the derivation of the friction factor.

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