Modeling the Effect of Elasticity on Internal and External Waves Celal S Konor Department of Atmospheric Science Colorado State University, Fort Collins, CO, USA and Akio Arakawa Department of Atmospheric and Oceanic Sciences University of California, Los Angeles, CA, USA Workshop on Global High-Resolution Modeling, Fort Collins, CO, 15-17 June 2010 Wednesday, June 16, 2010 1 Why “elasticity” instead of “compressibility”? Compressibility sounds like density change due to pressure change. Elastic is opposite of anelastic. Wednesday, June 16, 2010 2 Elasticity Do we need it? Yes No Don’t know / Don’t care Why do we need it? What are the consequences if we do not have it? How much of it do we need? How can we get it? Wednesday, June 16, 2010 3 Outline A short introduction of the method we use to address the questions A short introduction of the system of equations we use in this study Behavior of (free and forced) internal and external modes in linearized systems Errors and distortions due to (vertical) discretization Wednesday, June 16, 2010 4 Inclusion of Elasticity into Different Systems Elastic systems Anelastic systems FULLY-COMPRESSIBLE SYSTEM: ANELASTIC SYSTEM: Dw = cp Dt NONHYDROSTATIC COMPRESSIBLE Elastic t g z ( ( v) = w) z HYDROSTATIC 0 = cp COMPRESSIBLE Elastic qs t 0= ( +b z ( 0v) Dw = cp NONHYDROSTATIC Dt ( v ( ) = INCOMPRESSIBLE 0 0 w) z PSEUDO-INCOMPRESSIBLE SYSTEM: g z Dw = cp Dt Anelastic QUASI-HYDROSTATIC SYSTEM: qs NONHYDROSTATIC qs qs w ) z INCOMPRESSIBLE Anelastic 0= ( z ) v + +b ( w ) z QUASI-HYDROSTATIC ANELASTIC SYSTEM: UNIFIED SYSTEM: NONHYDROSTATIC HYDROSTATIC EQ. COMPRESSIBLE Elastic Wednesday, June 16, 2010 HYDROSTATIC Dw = cp Dt qs 0 = cp ( qs z w )= z ( Anelastic g z qs v INCOMPRESSIBLE ) qs t 0 = cp 0= qs z g ( ( v) qs qs w ) z Quasi-hydrostatic = Quasi-static = Primitive 5 Elastic systems FULLY-COMPRESSIBLE SYSTEM: NONHYDROSTATIC COMPRESSIBLE Elastic Dw = cp Dt t = z ( v) g ( w) z The most basic system of equations we use in atmospheric models. All variables are predicted. Includes acoustic waves. Wednesday, June 16, 2010 6 Elastic systems QUASI-HYDROSTATIC SYSTEM: HYDROSTATIC COMPRESSIBLE Elastic 0 = cp qs t = qs g z ( ( v) qs qs w ) z Excludes acoustic waves. Subscript qs denotes quasi-hydrostatic portion of the variables. Continuity equation can be diagnostic. There two ways to obtain w (in the z vertical coordinate). Wednesday, June 16, 2010 7 Elastic systems UNIFIED SYSTEM: Dw = cp Dt NONHYDROSTATIC HYDROSTATIC EQ. COMPRESSIBLE qs 0 = cp ( Elastic qs z w )= z g z ( qs v ) qs t Unifies the anelastic and quasi-hydrostatic systems. Continuity equation is diagnostic. Excludes acoustic waves. No need for a basic or mean state. Subscript qs denotes quasi-hydrostatic portion of the variables. Prefix denotes nonhydrostatic portion of the variables. Wednesday, June 16, 2010 8 Anelastic systems ANELASTIC SYSTEM: Dw = cp NONHYDROSTATIC Dt INCOMPRESSIBLE Anelastic 0= ( 0 0 +b z v) ( 0 w) z Continuity equation is diagnostic. Excludes acoustic waves. Prefix denotes nonhydrostatic portion of the variables. Needs a basic state. Surface pressure is a diagnostic quantity. Wednesday, June 16, 2010 9 Anelastic systems PSEUDO-INCOMPRESSIBLE SYSTEM: Dw = cp NONHYDROSTATIC Dt INCOMPRESSIBLE Anelastic 0= ( z ) v + +b ( w ) z Continuity equation is diagnostic. Excludes acoustic waves. Prefix denotes nonhydrostatic portion of the variables. Needs a mean state. Surface pressure is a diagnostic quantity. Wednesday, June 16, 2010 10 Elastic Systems The acoustic waves are filtered with the unified system without any modification to the dispersion of the inertia-gravity and Lamb waves. The acoustic waves are filtered with the quasi-hydrostatic system while the dispersion of waves with smallest horizontal scales is greatly modified. Wednesday, June 16, 2010 11 Anelastic Systems Lack of elasticity does not negatively affect the dispersion of free internal modes on a mid-latitude f-plane with the anelastic system. Dispersion of the deepest modes is modified with the pseudo-incompressible system. Wednesday, June 16, 2010 12 Vertical Structure of Free Modes The vertical structure of free modes on a mid-latitude f-plane is distorted with the anelastic system due to lack of recognition of vertical stability. Most likely, lack of elasticity is not the cause of the phase error. Wednesday, June 16, 2010 13 Elastic Systems Anelastic Systems Lack of elasticity modifies the dispersion of ultra-long waves with the anelastic and pseudo-incompressible systems. Wednesday, June 16, 2010 14 Hypothesis: Fast retrogression speed of ultra-long waves appearing in the early NWP runs (obtained by the numerical solutions of the hemispheric barotropic vorticity equation) is related to lack of elasticity. Wednesday, June 16, 2010 15 The Error in Numerical Forecasts Due to Retrogression of Ultra-Long Waves (With Hemispheric Barotropic Forecast Model) (Wolff, P. M., 1958, MWR) Speed of incompressible Rossby wave: c = − β Initial Wavenumber 1 k k → 0, c → − ∞ 2 48-Hour Forecast Wavenumber 1 --- Wednesday, June 16, 2010 + + 16 Confirmation: Adding an ad hoc procedure representing the effect of elasticity to the barotropic vorticity equation slows down the ultra-long waves. Projection: We may need an “ad hoc elasticity” included in a global anelastic model. Wednesday, June 16, 2010 17 Elasticity of Forced Modes Continuity equation: ∂ρ = HMC + VMC ∂t Divergent horizontal motion must necessarily be elastic. Definition of Elasticity: 1 ∂ρ HMC ε≡ = +1 VMC ∂t VMC For purely horizontal motion, is infinity. For anelastic motion, is zero. Wednesday, June 16, 2010 18 singularity Elasticity of Forced External Modes n is a real number for forced modes A singularity forms in the field of where the motion is purely horizontal. As n approaches to zero, elasticity approaches to approx. -1.35, which means that HMC becomes 2.35 times larger than WMC for small values of n. A large portion of HMC is compensated by elasticity. Wednesday, June 16, 2010 19 Errors Due to Vertical Discretization needs to be averaged to determine buoyancy b needs to be vertically averaged to determine density Vertical advection needs to be averaged w needs to be vertically averaged to calculate vertical advection of needs to be averaged in the hydrostatic equation L and CP stand for Lorenz and Charney-Phillips, respectively Wednesday, June 16, 2010 20 Vertically Discrete Fully-Compressible and Unified Systems For the fully-compressible system, vertically propagating acoustic modes are not shown in this figure. The two-z-wave is not recognized and the dispersion of modes with high vertical wavenumbers is greatly modified with the L-grid. Wednesday, June 16, 2010 21 Vertically Discrete Fully-Compressible System Acoustic waves Acoustic waves Acoustic waves nmax=160 nmax=160 The performance of the L- and CP-grids is highly comparable in simulating vertically propagating acoustic waves. Wednesday, June 16, 2010 22 Vertically Discrete Quasi-Hydrostatic System nmax=160 Wednesday, June 16, 2010 nmax=160 23 Vertically Discrete Anelastic System Wednesday, June 16, 2010 24 Vertically Discrete Fully-Compressible, Unified and Quasi-Hydrostatic Systems The two-z-wave is not recognized and the dispersion of modes with high vertical wavenumbers is greatly modified with the L-grid. Wednesday, June 16, 2010 25 Conclusions Lack of elasticity does not seem to affect the dispersion of inertia-gravity modes. There is a problem with the vertical structure of these modes with the anelastic system but this is not due to the lack of elasticity. Lack of elasticity greatly affects the dispersion of the (ultra-long) Rossby waves. Elasticity appears to be important for the very deep forced modes. For the vertical discretization, the use of the CP-grid is advantageous over the L-grid. Bottom line: Effects of elasticity may play a more important role in global models than that in regional models. Wednesday, June 16, 2010 26