1999
DOI: 10.1016/s0025-3227(98)00109-1
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Modeling sediment entrainment and transport processes limited by bed armoring

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Cited by 42 publications
(22 citation statements)
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“…The Mellor & Yamada (1982) turbulence-closure scheme, as implemented by Reed et al (1999), was used to test the applicability of the assumptions made in the analysis described above. Gravitational forcing was included in the model by adding a downslope pressure-gradient term that is proportional to the sediment concentration and bottom slope.…”
Section: Box 4 Calculation Of the Total Flux In A Wave-supported Sedimentioning
confidence: 99%
“…The Mellor & Yamada (1982) turbulence-closure scheme, as implemented by Reed et al (1999), was used to test the applicability of the assumptions made in the analysis described above. Gravitational forcing was included in the model by adding a downslope pressure-gradient term that is proportional to the sediment concentration and bottom slope.…”
Section: Box 4 Calculation Of the Total Flux In A Wave-supported Sedimentioning
confidence: 99%
“…This winnowing of fine sediment out of the bed surface layer leaves a coarsened, armoured layer at the bed surface that must be mobilized before additional fine sediment in the bed can become available for suspension (Kachel & Smith, 1986;Reed et al, 1999). Therefore, for non-cohesive beds, the grain-size distribution and active-layer thickness of the bed surface control sediment availability for resuspension and transport, and thus the volume of sediment in suspension.…”
Section: Critical Shear Stress and Sediment Erodibilitymentioning
confidence: 99%
“…14a). This surface-active layer, typically in the order of a few centimetres in thickness, controls the availability of sediment for resuspension in sandy beds (Kachel & Smith, 1986;Reed et al, 1999). Larger active bedforms have the potential to rework the bed to greater depths as they migrate, but the time required for complete reworking of the surface layer (the time required for a bedform to migrate one complete wavelength) depends on the bedform migration rate, which can be slow for large bedforms and bedforms in oscillatory flows with little net transport.…”
Section: Bedforms and Controls On Sediment Availabilitymentioning
confidence: 99%
“…First, a number of efforts have been made to improve the representations of near-bed transport processes and model parameterizations. These studies address the parameterization of bottom roughness (Xu & Wright, 1995;Li & Amos, 1998), reference concentration (Li et al, 1996), effects of flocculation (Carr, 2002), near-bed stratification due to suspended sediment (Styles & Glenn, 2000), and bed armouring (Wiberg et al, 1994;Reed et al, 1999). Second, twodimensional, time-dependent models can resolve effects of advection as well as patterns of net erosion or deposition (Zhang et al, 1999;Harris & Wiberg, 2001).…”
Section: Sedimentmentioning
confidence: 99%