2005
DOI: 10.4324/9781410613011
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The Discourse of Character Education

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Cited by 41 publications
(11 citation statements)
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“…Figure 4 gives the minimum value of U * /W * ∼ 0.04. Then, taking W * ∼ 2-3 m s −1 , yields U * ∼ 10 −1 m s −1 and therefore the maximal value of smooth-surface roughness , 1992-1993, Circles Fairall et al (1996a,c) Western Pacific Ocean Grachev and Fairall (1997) Grachev et al (1997,1998) length: z 0u ∼ 10 −1 ν/U * ∼ 10 −5 m. Thus Eq. (34) with the above empirical constants is definitely applicable up to h/z 0u < 10 8 .…”
Section: Verification Of the Model (A) Field Datamentioning
confidence: 91%
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“…Figure 4 gives the minimum value of U * /W * ∼ 0.04. Then, taking W * ∼ 2-3 m s −1 , yields U * ∼ 10 −1 m s −1 and therefore the maximal value of smooth-surface roughness , 1992-1993, Circles Fairall et al (1996a,c) Western Pacific Ocean Grachev and Fairall (1997) Grachev et al (1997,1998) length: z 0u ∼ 10 −1 ν/U * ∼ 10 −5 m. Thus Eq. (34) with the above empirical constants is definitely applicable up to h/z 0u < 10 8 .…”
Section: Verification Of the Model (A) Field Datamentioning
confidence: 91%
“…The former assures adequate resolution of energy-carrying fluctuations at relatively coarse meshes; the latter implies that the simplest eddy-viscosity closure for the subgrid turbulence correctly parametrizes the energy dissipation at the smallest grid-scale (see e.g. Smagorinsky 1993). …”
Section: Verification Of the Model (A) Field Datamentioning
confidence: 99%
“…for the horizontal mixing (Smagorinsky 1963) and a turbulent-kinetic-energy-based, modified Mellor-Yamada 2.5 scheme for the vertical mixing (Helfand and Labraga 1988). Horizontal diffusion is computed based on true horizontal instead of terrainfollowing gradients.…”
Section: Model and Measurement Description (A) The Mesoscale Modelmentioning
confidence: 99%
“…Mellor and Yamada 1974;Garratt 1992); in this case the vertical diffusion coefficients are dependent on the TKE field, which in this model is a prognostic variable. In the horizontal a straightforward first-order K-theory formulation is used, with the momentum diffusion coefficient (K M ) a function of the local flow deformation (following Smagorinsky 1963). In this case, the scalar diffusion coefficient is calculated using a prescribed ratio, i.e.…”
Section: Wintertime Downslope Flow Validation and Sensitivitymentioning
confidence: 99%