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Observation and simulation of flow in vegetation canopies Roger H. Shaw University of California, Davis
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Kinetic energy spectral densities that are strongly peaked Strong correlations between streamwise and vertical velocities Large velocity skewness (Sk u >0; Sk w <0) Transport dominated by organized structures Larger contributions from sweep motions than ejections Canopy turbulence
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“We will understand the movement of the stars long before we understand canopy turbulence” Galileo Galilei
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Time traces of velocity components
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Z=2.4h
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Z=0.9h
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Scalar ‘ramps’ correlated through the depth of the canopy show wholesale ‘ flushing’ of the canopy airspace by large scale gusts.
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Scalar
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Vertical velocity
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Streamwise velocity
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Turbulent kinetic energy budget determined from LES
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Large-eddy simulation of surface and canopy layers Based on NCAR code developed by Moeng (1984) Modified to include drag effects on both the resolved-scale flow and SGS motions An experimental tool and framework for investigation of observed phenomena
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22 Resolved- and subgrid-scales in large-eddy simulation (LES)
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LES resolved- and subgrid-scales
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canopy periodic horizontal boundary conditions frictionless lid at upper boundary (no flux) uniform force to drive the flow scalar source through depth of canopy
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Canopy specification: Represented at each grid point by element area density a (m 2 /m 3 ) Area density horizontally uniform but a(z) Canopy elements rigid Volume occupied by solid elements is considered to be negligible
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Static pressure perturbation
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22 Resolved- subgrid- and wake-scales
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Mean flow KE Resolved- scale TKE Subgrid-scale TKE Internal energy 12 3
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Mean flow KE Resolved- scale TKE Subgrid-scale TKE Wake- scale TKE Internal energy Viscous drag Form drag 12 3 45 6 7 8 910
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Drag parameterization: Blasius solution for flow parallel to a flat plate:
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inertial cascade form drag SGS energy pool
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inertial cascade form drag SGS energywake energy ww sgs
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Subgrid-scale energy equation where
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Wake-scale energy equation where
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Additional variable e w to represent kinetic energy associated with wake motions Dissipation of e w controlled by dimension of canopy elements
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Additional variable e w to represent kinetic energy associated with wake motions Dissipation of e w controlled by dimension of canopy elements Rate of conversion of kinetic energy from resolved scales to wake scales is large Effective diffusivity of wake-scale turbulence can be ignored
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Additional variable e w to represent kinetic energy associated with wake motions Dissipation of e w controlled by dimension of canopy elements Rate of conversion of kinetic energy from resolved scales to wake scales is large Effective diffusivity of wake-scale turbulence can be ignored Important to include the conversion of resolved and SGS energy to wake-scale kinetic energy
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Additional variable e w to represent kinetic energy associated with wake motions Dissipation of e w controlled by dimension of canopy elements Rate of conversion of kinetic energy from resolved scales to wake scales is large Effective diffusivity of wake-scale turbulence can be ignored Important to include the conversion of resolved and SGS energy to wake-scale kinetic energy Viscous drag and direct dissipation in viscous boundary layers of leaves is of little consequence
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Conditional sampling of LES output and composite averaging of flow structures 1.Pressure signal at z/h=1 used as detection function 2.Structures aligned according to peak in pressure signal 3.Composite averages of various elements of the structures Approximately 1,600 events extracted from one 30-minute time series (but not all independent)
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270 seconds (17 frames)
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y/h x/h
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The structure of the large-eddy motion as a solution to the eigenvalue problem: Where ij is the spectral density tensor i is the eigenvector is the associated eigenvalue
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