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(1)

PV Thinking

(2)

Two main approaches to solving fluid flow problems:

1. We can integrate the momentum, continuity and thermodynamic equations (the primitive equations) directly.

2. In certain cases we can use the vorticity – streamfunction formulation

Often (2) is more insightful than (1).

The vorticity – streamfunction approach can provide a neat conceptual framework in which to understand the dynamics.

In certain circumstances the approach can be generalized.

What is PV thinking?

(3)

Davies and Emanuel (1991)

“ … a proper integration of the equations of motion is not synonymous with a conceptual grasp of the

phenomena being predicted”

Answer

“PV thinking” can provide the forecaster with a sound conceptual framework in which to interpret numerical analyses and prognoses.

How can PV thinking help the forecaster?

(4)

Vorticity – Streamfunction method

Assumptions: homogeneous, two-dimensional, inviscid, non-rotating flow.

D 0

Dt

 

v u

x y

 

  

 

D

DT t

   

u

u v

x y 0

   

 

vorticity material

derivative

continuity

u v

y x

 

  

 

   

2

1

2 conservation

invertibility

(5)

Rotating flow on a -plane

Assumptions: homogeneous, two-dimensional, inviscid, rotating flow on a -plane.

Dq 0 Dt 

q    f

u v

x y 0

   

 

absolute vorticity

continuity

u v

y x

 

  

 

1 conservation

(6)

Tropical cyclone thought experiment

f 

  f 



. .

10oN 40oN

cyclonic asymmetry

anticyclonic asymmetry

(7)

Tropical cyclone thought experiment

. .

10 N 40oN

Asymmetries induce a poleward flow across

the vortex centre

The symmetric vortex rotates the asymmetry

(8)

Tropical cyclone thought experiment

.

.

10oN 40oN

The symmetric vortex rotates the asymmetry

The asymmetric flow across the symmetric vortex advects the the vortex northwestwards

(9)

Relative vorticity Streamfunction

(10)

Relative vorticity Streamfunction

(11)

Relative vorticity Streamfunction

(12)

Relative vorticity Absolute vorticity

(13)

Divergent flow, variable depth

Assumptions: homogeneous, divergent, inviscid, variable depth h(x,y,t).

Dq 0 Dt  q f

h

  

Dh     h

u absolute

vorticity

1 Conservation

h(x,y,t)

(14)

Quasi-geostrophic motion

Assumptions: stratified (Boussinesq), rotating, three- dimensional, adiabatic, inviscid, flow.

Dq 0 Dt 

2

q f

2

z

      

g

D

DT t

   

u

g

0

 

u

potential

vorticity

material derivative

continuity g

o

u 1 p

 f     

k k

1

2 Conservation

Invertibility

2

f  

2

q

     

  f2

(15)

General adiabatic motion of a rotating stratified fluid

Assumptions: compressible, stratified, rotating, three- dimensional, adiabatic, inviscid, flow.

DP 0 Dt  P  1 (   )

 

f

D

DT t

   

u

( ) 0

t

     

u

Ertel potential

vorticity

material derivative

continuity

1 Conservation

(16)

Isentropic coordinates

Assumptions: compressible, stratified, rotating, three- dimensional, adiabatic, inviscid, flow.

DP 0 Dt 

P g( f ) 1 ( f )

p z

 

      

  

D u v

DT t x y

  

  

  

Ertel potential

vorticity

material derivative Conservation

(17)

To formulate an invertibility principle one must:

i. Specify some kind of balance condition, the simplest, but least accurate option being ordinary quasi-geostrophic balance,

ii. Specify some sort of reference state, expressing the mass distribution of , and

iii. Solve the inversion principle globally, with proper attention to boundary conditions.

Formulation of an invertibility principle

(18)

Diabatic and frictional effects

PV is no longer materially conserved:

a

DP 1 1

Dt

1

   

 

   

K Y

a = absolute vorticity

 = absolute vorticity .

K =   F

    

a

Y

K

V S a

d PdV ( ) dS ˆ

dt       

K n

V

n

ˆ

d 

(19)

Physical interpretation

a

1 

 

1 

  

K

K F

Diabatic term

Friction term

aa

 

heat cool

. .

 

F

F

(20)

Consider the case of an axisymmetric vortex with tangential velocity distribution v(r).

Assume that a linear frictional force F = - v(r) acts at the ground z = 0.

Then K = -k, where  is the vertical component of relative vorticity.

Then PV is destroyed at the rate

Example

z 0

1 1

z

  

     

K

   

(21)

The End

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