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Numerical study of sediment transport on a tidal flat with a patch of vegetation
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  • 作者:Gangfeng Ma (1)
    Yun Han (2) (3)
    Arash Niroomandi (2) (3)
    Sha Lou (2) (3)
    Shuguang Liu (2) (3)

    1. Department of Civil and Environmental Engineering
    ; Old Dominion University ; Norfolk ; VA ; 23529 ; USA
    2. Department of Computer Science
    ; Old Dominion University ; Norfolk ; VA ; 23529 ; USA
    3. Department of Hydraulic Engineering
    ; Tongji University ; Shanghai ; China
  • 关键词:Tidal flat ; Vegetated flow ; Sediment transport
  • 刊名:Ocean Dynamics
  • 出版年:2015
  • 出版时间:February 2015
  • 年:2015
  • 卷:65
  • 期:2
  • 页码:203-222
  • 全文大小:1,632 KB
  • 参考文献:1. Abt S, Clary W, Thornton C (1994) Sediment deposition and entrapment in vegetated streambeds. J Irrig Drain Eng 120:1098鈥?110 CrossRef
    2. Callaghan DP, Bourna TJ, Klaassen P, van der Wal D, Stive MJF, Herman PMJ (2010) Hydrodynamic forcing on salt-marsh development: distinguishing the relative importance of waves and tidal flows. Estuar, Coastal Shelf Sci 89:73鈥?8 CrossRef
    3. Chen SN, Sanford LP, Koch EW, Shi F, North EW (2007) A nearshore model to investigate the effects of seagrass bed geometry on wave attenuation and suspended sediment transport. Estuar Coasts 30:296鈥?10 CrossRef
    4. Davidson-Arnott RGD, van Proosdij D, Ollerhead J, Schostak L (2002) Hydrodynamics and sedimentation in salt marshes: examples from a macrotidal marsh, Bay of Fundy. Geomorphology 48:209鈥?31 CrossRef
    5. Garcia E, Granata TC, Duarte CM (1999) An approach to measurement of particle flux and sediment retention within seagrass (Posidonia oceanica) meadows. Aquat Bot 65:255鈥?68 CrossRef
    6. Gottlieb S, Shu CW, Tadmor E (2001) Strong stability-preserving high-order time discretization methods. SIAM Rev 43:89鈥?12 CrossRef
    7. Hsu TJ, Chen SN, Ogston AS (2013) The landward and seaward mechanisms of fine-sediment transport across intertidal flats in the shallow-water region鈥攁 numerical investigation. Cont Shelf Res 60:85鈥?8 CrossRef
    8. Kathiresan K, Rajendran N (2005) Coastal mangrove forests mitigated tsunami. Estuar, Coastal Shelf Sci 65:601鈥?06 CrossRef
    9. Krone RB (1962) Flume studies of the transport in estuarine shoaling processes, Hydraulics Engineering Laboratory. University of Berkeley, California, USA, p 110
    10. Lapetina A, Sheng YP (2014) Three-dimensional modeling of storm surge and inundation including the effects of coastal vegetation, estuaries and coasts, 10.1007/s12237-013-9730-0
    11. Le Hir P, Roberts W, Cazaillet O, Christie M, Bassoullet P, Bacher C (2000) Characterization of intertidal flat hydrodynamics. Cont Shelf Res 20:1433鈥?459 CrossRef
    12. Lin P, Liu PLF (1998) A numerical study of breaking waves in the surf zone. J Fluid Mech 359:239鈥?64 CrossRef
    13. Lopez F, Garcia M (1998) Open-channel flow through simulated vegetation: suspended sediment transport modeling. Water Res Res 34(9):2341鈥?352 CrossRef
    14. Ma G, Shi F, Kirby JT (2012) Shock-capturing non-hydrostatic model for fully dispersive surface wave processes. Ocean Modell 43-44:22鈥?5 CrossRef
    15. Ma G, Kirby JT, Su SF, Figlus J, Shi F (2013) Numerical study of turbulence and wave damping induced by vegetation canopies. Coast Eng 80:68鈥?8 CrossRef
    16. Ma G, Chou YJ, Shi F (2014) A wave-resolving model for nearshore suspended sediment transport. Ocean Modell 77:33鈥?9 CrossRef
    17. MacVean LJ, Lacy JR (2014) Interactions between waves, sediment, and turbulence on a shallow estuarine mudflat. J Geophys Res 119:1534鈥?553. doi:10.1002/2013JC009477 CrossRef
    18. Nepf HM (1999) Drag, turbulence, and diffusion in flow through emergent vegetation. Water Res Res 35(2):479鈥?89 CrossRef
    19. Nowachi DJ, Ogston AS (2013) Water and sediment transport of channel-flat systems in a mesotidal mudflat: Willapa Bay, Washington. Cont Shelf Res 60:111鈥?24 CrossRef
    20. Partheniades E (1965) Erosion and deposition of cohesive soils. J Hydrol Div, ASCE 91(HY1):105鈥?39
    21. Rodi W (1987) Examples of calculation methods for flow and mixing in stratified flows. J Geophys Res 92(5):5305鈥?328 CrossRef
    22. Sheng YP, Lapetina A, Ma G (2012) The reduction of storm surge by vegetation canopies: three-dimensional simulations. Geophys Res Let 39:L20601. doi:10.1029/2012GL053577 CrossRef
    23. Shimizu Y, Tsujimoto T (1994) Numerical analysis of turbulent open-channel flow over a vegetation layer using a / k鈭?em class="a-plus-plus">饾湒 turbulence model. J Hydrosci Hydraul Eng 11(2):57鈥?7
    24. Sharp RG, James CS (2006) Deposition of sediment from suspension in emergent vegetation. Water SA 32:211鈥?18
    25. Snyder PJ, Hsu TJ (2011) A numerical investigation of convective sedimentation. J Geophys Res 116:C09024. doi:10.1029/2010JC006792
    26. Tanaka SY, Mowjood MIM, Jinadasa KBSN, Homchuen S (2007) Coastal vegetation structures and their functions in tsunami protection: experience of the recent Indian Ocean tsunami. Landscape Ecol Eng 3:33鈥?5 CrossRef
    27. Temmerman S, Bouma TJ, Govers G, Wang ZB, De Vries MB, Herman PMJ (2005) Impact of vegetation on flow routing and sedimentation patterns: three-dimensional modeling for a tidal marsh. J Geophys Res 110:F04019. doi:10.1029/2005JF000301
    28. Thornton CI, Abt SR, Clary WR (1997) Vegetation influence on small stream siltation. J Am Water Resour Assoc 33:1279鈥?288 CrossRef
    29. Wang XH (2002) Tide-induced sediment resuspension and the bottom boundary layer in an idealized estuary with a muddy bed. J Phys Oceanogr 32(11):3113鈥?131 CrossRef
    30. Wang XH, Pinardi N (2002) Modeling the dynamics of sediment transport and resuspension in the northern Adriatic Sea. J Geophys Res 107(C12):3225. doi:10.1029/2001JC001303 CrossRef
    31. Wu W, Shields D Jr, Bennett SJ, Wang SSY (2005) A depth-averaged two-dimensional model for flow, sediment transport, and bed topography in curved channels with riparian vegetation. Water Res Res 41:W03015. doi:10.1029/2004WR003730
    32. Yang SL (1998) The role of Scirpus marsh in attenuation of hydrodynamics and retention of fine sediment in the Yangtze Estuary. Estuar, Coast Shelf Sci 1998(47):227鈥?33 CrossRef
    33. Yang SL (1999a) Sedimentation on a growing intertidal island in the Yangtze River mouth. Estuar, Coast Shelf Sci 49:401鈥?410 CrossRef
    34. Yang SL (1999b) Tidal wetland sedimentation in the Yangtze Delta. J Coast Res 15:1091鈥?099
    35. Yang SL, Li H, Ysebaert T, Bouma TJ, Zhang WX, Wang YY, Li P, Li M, Ding PX (2008) Spatial and temporal variations in sediment grain size in tidal wetlands, Yangtze Delta: on the role of physical and biotic controls. Estuar, Coast Shelf Sci 77:657鈥?671 CrossRef
    36. Zhu J (1991) A low-diffusive and oscillation-free convection scheme. Comm Appl Num Meth 7:225鈥?32 CrossRef
    37. Zong L, Nepf H (2010) Flow and deposition in and around a finite patch of vegetation. Geomorphology 116:363鈥?72 CrossRef
    38. Zong L, Nepf H (2011) Spatial distribution of deposition with a patch of vegetation. Water Resour Res 47:W03516. doi:10.1029/2010WR009516
  • 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
To understand how vegetation canopies affect sediment transport on tidal flats, a numerical study of tidal flow and sediment transport on an idealized tidal flat with a patch of vegetation is conducted. The numerical model is firstly validated by laboratory measurements of flow and sediment deposition in a partially vegetated open channel. The idealized study shows that a finite patch of vegetation may produce circulation on the tidal flat with converging flow during flood and diverging flow during ebb. The vegetation patch can also generate a tidal phase lag between the vegetated and bare flats. Tidal currents in both zones are asymmetric, with stronger flood current in the vegetated zone and stronger ebb current on the bare flat. The duration of ebb is longer than that of flood. Computed sediment concentration on the bare flat is higher during ebb due to stronger ebb current and larger bottom shear stress. This is in contrast to the tidal flat without a vegetation canopy, where suspended sediment concentration is higher during flood. On the tidal flat without a vegetation canopy, landward net sediment transport occurs on the upper flat, while seaward net sediment transport occurs on the lower flat and subtidal region. On the partially vegetated tidal flat, however, net sediment transport on both the upper and lower flats are in seaward direction. It increases with increasing vegetation density. Alongshore net sediment flux converges inside the canopy and diverges on the bare flat. Sediment exchange rate between the vegetated and bare flats increases with decreasing vegetation density and sediment settling velocity.

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