1989
DOI: 10.1029/jc094ic10p14429
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Modeling the effect of suspended sediment stratification on bottom exchange processes

Abstract: A vertical gradient of suspended sediment concentration often exists in estuaries, particularly within the bottom boundary layer where sediment erosion and deposition take place. This results in a vertical density gradient and hence modification of the flow. However, this important effect has often been ignored in past sediment studies. Because of this and because of other empirical assumptions, exisiting erosion models cannot be used as predictive tools. This paper employs a simplified second-order closure mo… Show more

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Cited by 95 publications
(54 citation statements)
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“…The model is also capable of importing mesoscale and hurricane-scale wind fields and handling flooding and drying of shorelines for storm surge simulations. CH3D is chosen for this study because of its ability to (1) accurately resolve the complex shoreline and geometry of NCB with boundary-fitted curvilinear grid, (2) accurately resolve the rapid changes in bathymetry using the terrain-following vertical grid, and (3) accurately represent the vertical turbulent mixing with a robust turbulence closure model [Sheng and Villaret, 1989]. The model has been extensively used and verified for similar Florida estuaries including GTMNERR [Sheng et al, 2008], Indian River Lagoon [Sheng and Kim, 2009], PensacolaEscambia Bay [Sheng et al, 2010b], and Charlotte Harbor [Kim et al, 2010].…”
Section: Study Area and Methodsmentioning
confidence: 99%
“…The model is also capable of importing mesoscale and hurricane-scale wind fields and handling flooding and drying of shorelines for storm surge simulations. CH3D is chosen for this study because of its ability to (1) accurately resolve the complex shoreline and geometry of NCB with boundary-fitted curvilinear grid, (2) accurately resolve the rapid changes in bathymetry using the terrain-following vertical grid, and (3) accurately represent the vertical turbulent mixing with a robust turbulence closure model [Sheng and Villaret, 1989]. The model has been extensively used and verified for similar Florida estuaries including GTMNERR [Sheng et al, 2008], Indian River Lagoon [Sheng and Kim, 2009], PensacolaEscambia Bay [Sheng et al, 2010b], and Charlotte Harbor [Kim et al, 2010].…”
Section: Study Area and Methodsmentioning
confidence: 99%
“…Note that while we ignore hydrodynamic changes in water depth caused by morphodynamic processes, the erosion depth might be essential to be tracked (Sheng and Villaret 1989). Furthermore,ã e 5 a e /(c/U * ) is the constant in time nondimensional erosion parameter.…”
Section: Bottom Sediment Flux and Erosion Time Scalementioning
confidence: 99%
“…In the analytical approach of Huijts et al (2006) and Chernetsky et al (2010), the inclusion of a spatially varying erosion coefficient is essential to describe the trapping of fine sediment in the lateral and longitudinal directions, respectively. Limited sediment availability is reflected by the observation that erodibility decreases with depth within the sediment layer and can be expressed as a critical shear stress increasing with depth (Sheng and Villaret 1989;Cartwright et al 2009;Dickhudt et al 2009). However, the influence of sediment availability on residual sediment fluxes in tidal estuaries has not been investigated in detail.…”
Section: Introductionmentioning
confidence: 99%
“…CH3D can be run in both 3D and 2D vertically integrated modes. A robust turbulence closure model (Sheng and Villaret 1989) is used to represent vertical mixing, while horizontal mixing is represented with Smagorinsky type mixing coefficients. A flooding and drying algorithm based on an enhanced version of Davis and Sheng (2003) is included in the model to enable accurate storm surge and inundation simulation.…”
Section: Numerical Model and Setupmentioning
confidence: 99%