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Presentation Slides

for

Chapter 5

of

Fundamentals of Atmospheric Modeling

2nd Edition

Mark Z. Jacobson

Department of Civil & Environmental Engineering

Stanford University

Stanford, CA 94305-4020

jacobson@stanford.edu

March 10, 2005

Altitude Coordinate Surfaces









Fig. 5.1

Equation for Nonhydrostatic Pressure

Decompose pressure into large-scale and perturbation term (5.1)



pa  pa  p

ˆ a

Large-scale atmosphere in hydrostatic balance (5.2)

1 pa

ˆ pˆ

ˆ a a  g

 

ˆ a z

 z



Decompose gravitational and pressure gradient term (5.3)

1 pa  



ˆ a    pa  pa  a pa  a g

g  g   a ˆ  ˆ

 a z z z a

ˆ



Substitute (5.3) into vertical momentum equation (5.4)

w w w 

w ˆ p 

a ag

 u v w  a

t x y z z a

ˆ

Equation for Nonhydrostatic Pressure

Take grad dot the sum of (5.4), (4.73), and (4.74) (5.5)



       ˆ a v  v    ˆ a fk  v

vˆ a  

t

2ˆ 2   



a 



 z pa   p  g  2

a

z a 

ˆ

Note that (5.6)





a   

 c v,d pa

v 

a

ˆ ˆ

v c p,d paˆ

Remove local derivative from continuity equation (5.7)

--> Anelastic continuity equation

  v   0

ˆa

Equation for Nonhydrostatic Pressure



Substitute (5.6) and (5.7) into (5.5) (5.8)

--> Diagnostic equation for nonhydrostatic pressure

cv,d   p



2

 p  g

a ˆ a



c p,d z  ˆ

a     v  v     fk  v



pa 

ˆ a  ˆ a 



 ˆ p 







 z pa  g  a



        K m 

 ˆa v

z ˆ 

p 



Pressure Coordinate Surfaces









Fig. 5.2

Intersections of z and p Surfaces

Fig. 5.3









Change in mass mixing ratio over distance (5.9)



q 2  q 3 q1  q 3  p2  p1  q1  q 2 

  

x2  x1 

x2  x1  x2  x1  p1  p2 



 

z to p Coord. Gradient Conversion

Change in mass mixing ratio over distance (5.9)



q 2  q 3 q1  q 3  p2  p1  q1  q 2 

  

x2  x1 

x2  x1  x2  x1  p1  p2 



 

Approximate differences as x2-x1-->0, p1-p2-->0 (5.10)

q  q2  q3 q  q1  q 3

     

x z x2  x1 x p x 2  x1

pa  p2  p1  q  q1  q 2

     

 x z x 2  x1 pa x p1  p2

Gradient conversion from the z to p coordinate (5.11)

q  q  pa   q 

         

x z x p  x z pa x

z to p Coord. Gradient Conversion

General equations (5.12)

      pa    

         

x z x p  x z pa x



Substitute time for distance (5.15)

      pa    

         

t z t p  t z pa t





Gradient conversion altitude to pressure coordinate (5.13)



 z   p   z  pa 

pa

z to p Coord. Gradient Conversion

Gradient conversion altitude to pressure coordinate (5.13)



 z   p   z  pa 

pa





Horizontal gradient operator in the altitude coordinate (4.81)

     

 z  i   j 

x z y 

z



Horizontal gradient operator in the pressure coordinate (5.14)



     

 p  i   j 

x p y 

p

Geopotential Gradient

Take gradient conversion of geopotential



 z    p    z pa  and note that  z  0

pa





Rearrange gradient conversion (5.16)

pa pa

 z pa     p    p  a p

 gz



--> pressure gradient proportional to altitude gradient (5.17)



pa    pa   

    a       a  

 x z  x p  y z  y p

p Coordinate Continuity Eq. for Air

Continuity equation for air in the altitude coordinate (3.20)

 a

  a  v  v   a

t

Expand with horizontal operators (5.18)

 a   w   a

   a z  vh   v h   z a  w

 t z  z  z

Gradient conversion of velocity (5.19)

v h

 z  vh   p  vh   z pa  

pa

Substitute gradient conversion and hydrostatic equation (5.20)

 a 





   a p vh  z pa  vh   v      g w a 

 h z a a

 t z  pa  pa

p Coordinate Continuity Eq. for Air

Vertical scalar velocity in the pressure coordinate (5.21)

dpa pa  pa  pa

wp      v   pa     v h   z pa  w

dt  t z  t z z



Substitute ∂pa/∂z=-ag (+wp downward, +w upward) (5.22)

 z 

w p  ag   v h  z pa  wag

 t z

Differentiate vertical velocity with respect to altitude (5.23)

w p  a  v h pa w a 

 g    z pa   v h   z  g

z  t z z z z

Substitute dz=-dpa/ag (5.24)

w p  a  vh wa 

a      a  z pa   vh   z a  a g

pa  t z pa pa

p Coordinate Continuity Eq. for Air

From two pages back (5.20)

 a 





   a p vh  z pa  vh   v      g w a 

 h z a a

 t z  pa  pa



From previous page (5.24)

w p  a  vh wa 

a      a  z pa   vh   z a  a g

pa  t z pa pa





Add (5.20) and (5.24) (5.25)



w p

 p  vh  0

pa

p Coordinate Continuity Eq. for Air

Expanded continuity equation (5.26)

u v  w p

    0

x y p pa

Example 5.1



x = 5 km y = 5 km pa = -10 hPa

u1 = -3 (west) u2 = -1 m s-1 (east)

v3 = +2 (south) v4 = -2 m s-1 (north)

wp,5 = +0.02 hPa s-1 (lower boundary)

-->

1  3 m s1 2  2 m s1

 

 

w p,6  0.02 hPa s1

0

5000 m 5000 m 10 hPa

--> wp,6 = +0.016 hPa s-1 (downward)

Total Derivative in p Coordinate

Total derivative in Cartesian-altitude coordinate (5.27)

d    

    v h   z  w

dt t z z



Time derivative and gradient operator conversions (5.15, 13)

      pa    

         

t z t p  t z pa t



 z   p   z  pa 

pa

Substitute conversions into total derivative (5.28)

d    pa  

     

dt t p  t z pa

 

 vh   p  vh   z pa





pa

w



z

Total Derivative in p Coordinate

Total time derivative (5.28)

d    pa  

     

dt t p  t z pa

 

 vh   p  vh   z pa



pa

w



z



Vertical velocity in altitude coordinate from (5.21) (5.29)

pa 

   v h   z pa  w p

 t z

w

ag

Substitute (5.29) and hydrostatic equation into (5.28) (5.30)

--> total derivative in Cartesian-pressure coordinates

d   

dt t p

 

    vh   p  w p



pa

p Coordinate Species Cont. Equation

Species continuity equation in the altitude coordinate

N e, t

dq    a Kh  q

dt



a

  Rn

n1

Apply Cartesian-pressure coordinate total derivative (5.31)

Ne, t

q   a Kh  q

dq q 

dt  t p

 

    vh   p q  w p

pa



a

  Rn

n1



Convert mass mixing ratio to number concentration (5.32)

Nm

q

aA

p Coordinate Thermo. Energy Eq.

Thermodynamic energy equation in the altitude coordinate

Ne,h

d v    aK h  v v dQ n

c p,d Tv  dt

 

dt a

n1



Apply Cartesian-pressure coordinate total derivative (5.34)



N

 v  aK h v

e,h





 v 

 t p

 

  v h   p v  w p

pa



a



v

c p,d Tv  dt

dQ n



n1

p Coordinate Horiz. Momentum Eq.

Horizontal momentum equation in the altitude coordinate

dv h

  fk  vh 

1

 z pa 

  aK mv h

dt a a



Substitute from (5.16)

 z pa    a  p 



Apply Cartesian-pressure coordinate total derivative (5.35)



  aKm vh

v h 

  

  vh   p v h  w p

 t p

v h

pa

  fk  v h   p  

a

p Coordinate Vert. Momentum Eq.

Assume hydrostatic equilibrium

pa

  a g

z

Substitute

g   z pa  a R v

T Tv  v P

--> hydrostatic equation in the pressure coordinate (5.37)



 R  v

T Rv P R v  p k

    a 

pa pa pa pa 1000 hP a

Substitute k=R’/cp,d for final hydrostatic equation (5.38)



 p k 

d  c p,d  vd 

 a    c p,d  v dP

 1000 hP a 



 

Geostrophic Wind in p Coordinate

Substitute (5.17)

pa    pa   

    a       a  

 x z  x p  y z  y p

into (4.79)

1 pa 1 pa

vg  ug  

fa x f a y

--> Geostrophic wind in the pressure coordinate (5.39)

1   1  

v g    ug    

f  x p f  y 

p

Vector form (5.40)

1 

v g  iug  jv g  i    j   

f  y 

1   1

f  x p f



k   p 

p

Geostrophic Wind on a Surface of

Constant Pressure









Fig. 5.4

Sigma-Pressure Coordinate Surfaces









Fig. 5.5

The Sigma-Pressure Coordinate

Definition of a sigma level (5.41)

pa  pa,top pa  pa,top

 

pa,surf  pa,top a



Pressure difference between column surface and top

 a  pa,surf  pa,top





Pressure at a given sigma level (5.42)

pa  pa,top   a

Intersections of p, z and -p Surfaces









Fig. 5.7







Change in mixing ratio per unit distance (5.51)

q1  q3 q 2  q 3 1   2  q1  q 2 

  

x 2  x1 x 2  x1  x2  x1 1   2 

 

Gradient Conversion p to -p Coord.

Change in mixing ratio per unit distance (5.51)

q1  q3 q 2  q 3 1   2  q1  q 2 

  

x 2  x1 x 2  x1  x2  x1 1   2 

 



Gradient conversion from p to -p coordinate (5.52)

q  q     q 

         

x p x  x p  x



Generalize (5.53)



 p     p 



Gradient Conversion p to -p Coord.

Gradient conversion (5.53)



 p     p 



Gradient of sigma along surface of constant pressure (5.54)



 1   p pa  ptop 

 

 p   pa  ptop  p   

 a  a





a

 p  a 

Where

 

 p ptop  0  p pa   0



 pa    a   z a 



Substitute (5.54) into (5.53) (5.55)

 

 p      a 

a 

-p Coord. Continuity Eq. for Air

Continuity equation for air in the pressure coordinate

w p

 p  vh  0

pa

Gradient conversion from p to -p coordinate (5.55)

 

 p      a 

a 

Substitute gradient conversion and ∂pa/∂=a (5.56)

 v h 1 w p

  v h    a   0

a  a 

p coordinate vertical velocity, where pa = pa,top+ a (5.58)

dpa d a d d a

wp    a   Ý

  a

dt dt dt dt

-p Coord. Vertical Velocity

p coordinate vertical velocity (5.58)

dpa d a d d a

wp    a   Ý

  a

dt dt dt dt



Sigma-pressure coordinate vertical velocity (+ is down)(5.57)

d

Ý

 

dt

-p Coord. Continuity Eq. for Air

Material time derivative in the -p coordinate (5.59)

d    

    vh     Ý

dt t  

p coordinate vertical velocity (5.58)

d a

wp   Ý

  a

dt

Total derivative of a (note that ∂a/∂=0)

da  a  

    v h    a   Ý a

dt  t  

Substitute total derivative of a into (5.58) (5.60)

  a 

 

w p       v h     a   a

Ý



 t  

Take partial derivative (5.61)

w p  a  v h 

Ý

    v h     a    a   a

  t   

-p Coord. Continuity Eq. for Air

Partial derivative of vertical scalar velocity (5.61)

w p  a  v h 

Ý

    v h     a    a   a

  t   

Gradient conversion previously derived (5.56)

 v h 1 w p

  v h    a   0

a  a 

Substitute (5.61) into (5.56) (5.62)

--> continuity equation for air in -p coordinate

 a  

Ý

      vh a  a 0

 t  

Convert to spherical-sigma-pressure coordinates (5.63)

 a      

Ý

2

Re cos     u a Re   v aRe cos    a Re cos   0

2

 t   e   

Column Pressure

Continuity equation for air (5.62)

 a  

Ý

      vh a  a 0

 t  

Rearrange and integrate (5.64)

1   1 0

  

 a  d     vh  a d   a d

0  t  0 0

Ý



Prognostic equation for column pressure (5.65)

 a  1

 

     v h a d

 t  0

Analogous equation in spherical--p coordinates (5.66)

 a  1    

2

Re cos 



   

 t  0  e

u a Re  v a Re cos  d

 

Vertical Scalar Velocity

Continuity equation for air (5.62)

 a  

Ý

      vh a  a 0

 t  

Rearrange and integrate (5.67)



Ý    



 a d     v h  a d 

0

Ý

0  0  t 

 a  d



Diagnostic equation for vertical velocity (5.68)

  a 

Ý

 a      0

vh ad    t 

 



Analogous equation in spherical--p coordinates (5.69)

      a 

Ý 2

 a Re cos   

 

 e

0 

u aRe  va Re cos  d  Re cos  

 



2

 t 

-p Coord. Species Continuity Eq.

Species continuity equation in Cartesian-z coordinates (3.54)

Ne, t



 Rn

q 1

 v q    a K h q 

t a

n1



Material time derivative is sigma-pressure coordinate

d    

Ý

    vh    

dt t  



--> Continuity equation in Cartesian--p coordinates (5.70)

N e,t

q    a Kh  q

 Rn

dq q 

    v h    q  

Ý  

dt  t   a

n1

-p Coord. Species Continuity Eq.

Combine species and air continuity equations (5.72)



 a q   Ne,t 

 Ý

q  aK hq  R 



 t 

    v h a q   a





 a 

 a  n 

 n1 







Apply spherical-coordinate transformations (5.73)



      

Re cos   a q  

2

u aqRe  v a qRe cos 

t   e  

 N e,t 

  a Kh  q 

2

 a Re cos

 Ý



q  a Re cos

2

a

Rn 



 n1 

-p Coord. Thermodynamic En. Eq.

In Cartesian-altitude coordinates (3.76)

N e,h





 v 1  dQ n

 v   v    a K h  v  v

t a c p,d T dt

n1





Apply the -p coordinate material time derivative (5.74)

Ne, h

Ý v  

 a K h  v

 v 



v dQ n

   vh    v   

 t   a c p,d Tv dt

n1

-p Coord. Thermodynamic En. Eq.

Combine with continuity equation for air (5.75)

  a  v 

 v 

Ý

     v h  a  v    a

 t  

 Ne ,h 

  aKh v   v

  a 

 a c p,d Tv  dQ n 

dt 

 n1 





Apply spherical-coordinate transformations (5.76)

      

Re cos   a v    ua v Re   vav Re cos 

2

t 

  e

 

 Ne ,h 

  aK h v   v

2

 a Re cos

 Ý



v   aRe cos 

2

 a c p,d Tv 

dQ n 

dt 

 n1 

-p Coord. Momentum Equation

In Cartesian-altitude coordinates (4.70)

dv 1  1

dt

  fk  v   

a

2

pa  a  v 

a a

   a Km v



Material time derivative of velocity

dv h vh  v

    vh   vh  

Ý h

dt  t  





Apply to horizontal momentum equation (5.77)

v h  v 1   aK mv h

   v h    vh  

Ý h  fk  vh    z pa 

 t   a a

-p Coord. Momentum Equation



Pressure gradient term (5.78)

1  

z  pa    p        a 

a a 





Substitute into momentum equation (5.79)

v h  v

   v h    vh  

Ý h  fk  vh

 t  

    a Kmvh

        a  

a  a

Coupling Hor./Vert. Momentum Eqs.

Hydrostatic equation in the pressure coordinate (5.80)

  a RTv a

    a  a

 pa a



Re-derive specific density (5.82)



RTv kc p,d v P P c p,d v P

a    c p,d v 

pa pa pa a 

Coupling Hor./Vert. Momentum Eqs.

Combine terms above with momentum/continuity eqs. (5.83)

 v h  a 

  Ý

   vh    vh  a    a vh   v h   a v h 

 t  





P   aK mv h

  a fk  vh   a    c p,d  v   a   a a









Now horizontal and vertical equations consistent (5.38)

 k 

 p 

d  c p,d  vd 

 a    c p,d  v dP

 1000 hP a 



 

-p Coord. Momentum Equation

U-direction momentum equation (5.86)

  

 

     Ý

Re cos   au   

2 2

 a u Re  auvRe cos   aRe cos u

2

t   e

  





2   P  a 

  a uvRe sin    a fvRe cos   Re  a  c p,d v 

  e   e 



 Re co s  a    a Km u

2

a

V-direction momentum equation (5.87)

  

 

  

Re cos   a v  

2  2

 auvRe  v a Re cos    a Re cos   v 

2 Ý

t   e

    

2 2   P  a 

  a u Re sin    a fuRe cos  Re cos a  c p,d  v 

    



 Re co s  a    a Km v

2

a

Sigma-Altitude Coordinate

Sigma-altitude value (5.89)

ztop  z ztop  z

s 

ztop  zsurf Zt



Altitude difference between column top and surface



Zt  ztop  z surf



Altitude of a sigma surface (5.90)



z  ztop  Zts

Gradient Conversion

Gradient conversion between z and s-z coordinate (5.91)



 z   s   z s

s



Horiz. gradient of sigma along const. altitude surface (5.92)

ztop  z s

 z s   2  z Zt   Z  z Zt 

Zt t



Substitute into gradient conversion (5.93)



s 

 z   s   z Zt 

Zt s

Conversions in -z Coordinate

Time-derivative conversion between z and s-z coordinate (5.94)

     

    

t z t s

Scalar velocity in the sigma-altitude coordinate (5.95)

ds s w

s

Ý  v h   z s  w  v h   z s 

dt z Zt

where

s 1



z Zt



Material time derivative in the sigma-altitude coordinate (5.96)

d    

    v h   s  sÝ

dt t s s

-z Coord. Continuity Eq. For Air

Continuity equation for air in the z coordinate

 a   w   a

   a z  vh   v h   z a  w

 t z  z  z

Apply gradient conversion to horizontal velocity

v h

 z  vh  s  vh  z s

s

Apply gradient conversion to air density

 a

 z  a    s a   z s

s

Substitute these terms into continuity equation above (5.97)

 a   v h w    a   a

   a  s  vh   z s 

 t s



 s

 v h   s  a    z s  s  w z

z 



 

-z Coord. Continuity Eq. For Air

Rewrite vertical velocity w  Zt v h   z s  s

Ý

Differentiate with respect to altitude (5.98)

w  vh s s 

Ý

 Z t  z s

  vh   z   

z  z z z 

Substitute ∂s/∂z=-1/Zt (5.99)

w Ý

s vh 1



z s

  z s

s



Zt

v h  z Z t



Sub. w  Zt v h   z s  s, (5.99), ∂s/∂z=-1/Zt into (5.97) (5.100)

Ý



 a   s 1

Ý  

   a  s  vh  

 t s



s Zt

vh   z Zt  v h   s a  Ý sa

s

 

Non/Hydrostatic Continuity Eq.

Substitute  z Zt    s Zt  and compress --> (5.101)

Nonhydrostatic continuity equation for air in s-z coordinate

 a  1 

     s  v h a Zt  Ý a s

 t s Zt s

1 ua Zt  v a Z t  s a 

Ý

     

Z t  x y  s

s

Hydrostatic equation in the s-z coordinate (5.102)



a  1 p

1 p a



  

a

g z Z t g s

Substitute into (5.101) --> Hydrostatic continuity eq. (5.103)

 

pa  

 p    pa 

a 

   s  v h s

Ý 

t  s   s  s  s 

-z Coord. Species Continuity Eq.

Apply material derivative in the s-z coordinate to the continuity

equation for a trace species in the z coordinate (5.104)





N e,t

q    a Kh q

dq  q 

      vh   s q  s

 dt s  t s

Ý 

s a

  Rn

n1

-z Coord. Thermodynamic En. Eq.

Apply material derivative in the s-z coordinate to the thermodynamic

energy equation in the z coordinate (5.106)







Ne ,h

 v   a K h  v

 v 



v dQ n

   vh  s  v  s

Ý  

 t s s a c p,d Tv dt

n1

-z Coord. Horiz. Momentum Eqs.

Horizontal equation in the z coordinate

dv h

  fk  vh 

1

 z pa 

  aK mv h

dt a a

Apply material time derivative of velocity

v h  v 1 (5.107

 z  aKm z v h

 )   v h   s v h  s h  fk  vh  

Ý  z pa 

 t s s a a



Gradient conversion of pressure (5.108)

s pa

 z pa   s pa    Z 

Z t z t s

Substitute gradient conversion (5.109)

v h  v

   v h   s v h  s h

Ý

 t s s

1  s pa 

  fk  v h 

a  s pa  Z  z Zt  s     a Km vh 



 t 

-z Coord. Vertical Momentum Eq.

Sub. ∂s/∂z=-1/Zt into z-coord. vertical momentum eq. (5.113)

w w w  w 1 pa  a K m w

  u v Ý  g 

  s 

 t x y s s Z t a s a





Substitute

w  Zt v h   z s  s

Ý



Another form of vertical momentum equation (5.114)

  

         s  s   1 pa



   u   v    s  t u   Z t v    Z t s  g 

Ý Z Ý



 t s

 x s y s s  x z

 y z 

 Z t  a s



1   s  s  



a

   a Km  Z t ux   Z t v y   Z t s 

Ý

  z

  z 




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