2011
DOI: 10.1007/s10236-011-0375-x
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An explanation for salinity- and SPM-induced vertical countergradient buoyancy fluxes

Abstract: Measurements of turbulent fluctuations of velocity, salinity, and suspended particulate matter (SPM) are presented. The data show persistent countergradient buoyancy fluxes. These countergradient fluxes are controlled by the ratio of vertical turbulent kinetic energy (VKE) and available potential energy (APE) terms in the buoyancy flux equation. The onset of countergradient fluxes is found to approximately coincide with larger APE than VKE. It is shown here that the ratio of VKE to APE can be written as the sq… Show more

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Cited by 4 publications
(20 citation statements)
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“…Based on large eddy simulation (LES) results, Gerz and Schumann ( 1996 ) developed conceptual models for countergradient transport of momentum and heat by intermittent motions in stratified homogeneous shear flows. These principles also hold for nonhomogeneous turbulent conditions, (de Nijs and Pietrzak 2011 ). Based on quadrant and spectral analysis, they determined that at relatively large stratification and shear, the turbulent transports of momentum and mass are governed by energetic turbulent structures produced by velocity shear, while at large stratification and weak shear remnants of transports by energetic turbulent structures in the past induce convective motions.…”
Section: Introductionmentioning
confidence: 89%
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“…Based on large eddy simulation (LES) results, Gerz and Schumann ( 1996 ) developed conceptual models for countergradient transport of momentum and heat by intermittent motions in stratified homogeneous shear flows. These principles also hold for nonhomogeneous turbulent conditions, (de Nijs and Pietrzak 2011 ). Based on quadrant and spectral analysis, they determined that at relatively large stratification and shear, the turbulent transports of momentum and mass are governed by energetic turbulent structures produced by velocity shear, while at large stratification and weak shear remnants of transports by energetic turbulent structures in the past induce convective motions.…”
Section: Introductionmentioning
confidence: 89%
“…The density ( ρ ) is defined as ρ = ρ 0 + γ c ∙ C + γ s ∙ S , with γ an expression to convert salinity ( γ s ≈ 0.72 kg(m) −3 (PSU) −1 ) and SPM concentration ( γ c = ( ρ s − ρ w )( ρ w ) −1 ≈ 0.62, where ρ w and ρ s are the densities of water and sand particles, respectively) to density as indicated by the subscripts s and c , respectively (West and Oduyemi 1989 ). However, C << S and therefore C is not separately treated in the analysis (see de Nijs and Pietrzak 2011 ). In Eqs.…”
Section: Total Turbulent Energymentioning
confidence: 99%
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