Search Results - "Wang, S.S.Y"

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    Modeling fluvial response to in-stream woody vegetation: implications for stream corridor restoration by Bennett, Sean J., Wu, Weiming, Alonso, Carlos V., Wang, Sam S. Y.

    Published in Earth surface processes and landforms (01-05-2008)
    “…River restoration and bank stabilization programs often use vegetation for improving stream corridor habitat, aesthetic and function. Yet no study has examined…”
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    Journal Article
  3. 3

    A depth-averaged two-dimensional model for flow, sediment transport, and bed topography in curved channels with riparian vegetation by Wu, W, Shields, F.D. Jr, Bennett, S.J, Wang, S.S.Y

    Published in Water resources research (01-03-2005)
    “…A depth-averaged two-dimensional numerical model has been developed to simulate flow, sediment transport, and bed topography in river channels with emergent…”
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  4. 4

    Three-dimensional numerical simulation of water quality and sediment-associated processes with application to a Mississippi Delta lake by Chao, Xiaobo, Jia, Yafei, Shields, F. Douglas, Wang, Sam S.Y., Cooper, Charles M.

    Published in Journal of environmental management (01-07-2010)
    “…A three-dimensional water quality model was developed for simulating temporal and spatial variations of phytoplankton, nutrients, and dissolved oxygen in…”
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  5. 5

    Numerical Model for Channel Flow and Morphological Change Studies by Jia, Yafei, Wang, Sam S. Y

    “…In this paper a depth-integrated 2D hydrodynamic and sediment transport model, CCHE2D, is presented. It can be used to study steady and unsteady free surface…”
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    Simulation of Scour Process in Plunging Pool of Loose Bed-Material by Jia, Yafei, Kitamura, Tadanori, Wang, Sam S. Y

    “…The scouring process in a plunge pool of loose bed with uniform bed-materials due to a two-dimensional plane impinging jet was simulated computationally. The…”
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  7. 7

    Movable Bed Roughness in Alluvial Rivers by Wu, Weiming, Wang, Sam S. Y

    “…A method for the prediction of a movable bed roughness coefficient is proposed by relating the roughness parameter A to the nondimensional shear stress…”
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