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Applications of the Basic Equations Chapter 3 Paul A. Ullrich [email protected]
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Applications of the Basic Equations Chapter 3

Apr 06, 2022

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Page 1: Applications of the Basic Equations Chapter 3

Applications of the Basic Equations

Chapter 3

Paul A. Ullrich

[email protected]

Page 2: Applications of the Basic Equations Chapter 3

Part 1: Natural Coordinates

Page 3: Applications of the Basic Equations Chapter 3

Natural Coordinates

Question: Why do we need another coordinate system?

Our goal is to simplify the equations of motion. Sometimes complicated equations are simple if looked at in the right way.

At large scales, the atmosphere is in a state of balance. At large scales, mass fields (ρ, p, Φ) balance with wind fields (u).

But mass fields are generally much easier to observe than wind.

Balance provides a way to infer the wind from the observed pressure or geopotential.

Paul Ullrich Applications of the Basic Equations March 2014

Page 4: Applications of the Basic Equations Chapter 3

Geostrophic Balance

Flow initiated by pressure gradient

Flow turned by Coriolis force

Low  Pressure  

High  Pressure  

Paul Ullrich Applications of the Basic Equations March 2014

Page 5: Applications of the Basic Equations Chapter 3

Geostrophic & Observed Wind Upper Tropo (300mb)

Paul Ullrich Applications of the Basic Equations March 2014

Page 6: Applications of the Basic Equations Chapter 3

At upper levels (where friction is negligible) the observed wind is parallel to geopotential height contours (on a constant pressure surface). Wind is faster when height contours are close together. Wind is slower when height contours are farther apart.

Describe the Previous Figure…

Paul Ullrich Applications of the Basic Equations March 2014

Page 7: Applications of the Basic Equations Chapter 3

The Upper Troposphere

�� > 0 �0

�0 + 3��

�0 + 2��

�0 +��

South

North

West East

Paul Ullrich Applications of the Basic Equations March 2014

Geopotential contours are depicted on a constant pressure surface.

Page 8: Applications of the Basic Equations Chapter 3

The Upper Troposphere

�� > 0 �0

�0 + 3��

�0 + 2��

�0 +��

South

North

West East

Paul Ullrich Applications of the Basic Equations March 2014

Geopotential contours are depicted on a constant pressure surface.

�y

Page 9: Applications of the Basic Equations Chapter 3

The Upper Troposphere

�� > 0 �0

�0 + 3��

�0 + 2��

�0 +��

South

North

West East

Paul Ullrich Applications of the Basic Equations March 2014

Geopotential contours are depicted on a constant pressure surface.

�y

�� = �0 � (�0+2��) = �2��

Page 10: Applications of the Basic Equations Chapter 3

The Upper Troposphere

�� > 0 �0

�0 + 3��

�0 + 2��

�0 +��

South

North

West East

Paul Ullrich Applications of the Basic Equations March 2014

Geopotential contours are depicted on a constant pressure surface.

�y

@�

@y⇡ �2��

�y

Page 11: Applications of the Basic Equations Chapter 3

Horizontal Momentum

Paul Ullrich Applications of the Basic Equations March 2014

✓du

dt

p

= �✓@�

@x

p

+ fv

✓dv

dt

p

= �✓@�

@y

p

� fu

✓du

dt

p

+ fk⇥ u = �rp�

Meridional gradient of geopotential appears here

Assume no viscosity

Page 12: Applications of the Basic Equations Chapter 3

Geostrophic Approximation

Paul Ullrich Applications of the Basic Equations March 2014

Meridional gradient of geopotential appears here

✓@�

@x

p

= fvg

�✓@�

@y

p

= fug

Page 13: Applications of the Basic Equations Chapter 3

The Upper Troposphere

�� > 0 �0

�0 + 3��

�0 + 2��

�0 +��

South

North

West East

Paul Ullrich Applications of the Basic Equations March 2014

Geopotential contours are depicted on a constant pressure surface.

�y

�fug ⇡ �2��

�y

Page 14: Applications of the Basic Equations Chapter 3

The Upper Troposphere

�� > 0 �0

�0 + 3��

�0 + 2��

�0 +��

South

North

West East

Paul Ullrich Applications of the Basic Equations March 2014

Geopotential contours are depicted on a constant pressure surface.

�y

�fug ⇡ �2��

�y

�y

�fug ⇡ ���

�y

Page 15: Applications of the Basic Equations Chapter 3

The Upper Troposphere

South

North

West East

Paul Ullrich Applications of the Basic Equations March 2014

Coriolis Force

Pressure Gradient

�0

�0 + 3��

�0 + 2��

�0 +��Temperature Gradient

Warm

Cold

�� > 0

�y

�fug ⇡ ���

�y

Think about this a minute

Page 16: Applications of the Basic Equations Chapter 3

We have derived a formula for the i (eastward or x) component of the geostrophic wind. We have estimated the derivatives based on finite differences. Recall we also used finite differences in deriving the equations of motion. There is a consistency: •  Direction comes out correctly (towards east) •  The strength of the wind is proportional to the

strength of the gradient.

The Upper Troposphere

Paul Ullrich Applications of the Basic Equations March 2014

Think about this a minute

Page 17: Applications of the Basic Equations Chapter 3

The Upper Troposphere Think about this a minute

Paul Ullrich Applications of the Basic Equations March 2014

What about the observed wind? •  Flow is parallel to geopotential height lines

•  But there is curvature in the flow as well.

IMPORTANT NOTE: This is not curvature due to the Earth, but curvature on a constant pressure surface due to bends and wiggles in the flow.

Page 18: Applications of the Basic Equations Chapter 3

Geostrophic & Observed Wind Upper Tropo (300mb)

Paul Ullrich Applications of the Basic Equations March 2014

Page 19: Applications of the Basic Equations Chapter 3

The Upper Troposphere

Paul Ullrich Applications of the Basic Equations March 2014

What about the observed wind? •  Flow is parallel to geopotential height lines

•  But there is curvature in the flow as well.

✓@�

@x

p

= fvg

�✓@�

@y

p

= fug

Question: Where is curvature in these equations?

Page 20: Applications of the Basic Equations Chapter 3

The Upper Troposphere

Paul Ullrich Applications of the Basic Equations March 2014

Think about the observed (upper level) wind: •  Flow is parallel to geopotential height lines

•  There is curvature in the flow

Geostrophic balance describes flow parallel to geopotential height lines.

BUT Geostrophic balance does not account for curvature.

Question: How do we include curvature in our diagnostic equations?

Page 21: Applications of the Basic Equations Chapter 3

Natural Coordinates

Question: Why do we need another coordinate system?

Our goal is to simplify the equations of motion. Sometimes complicated equations are simple if looked at in the right way.

At large scales, the atmosphere is in a state of balance. At large scales, mass fields (ρ, p, Φ) balance with wind fields (u).

But mass fields are generally much easier to observe than wind.

We need to describe balance between dominant terms: Pressure gradient, Coriolis and curvature of the flow.

Paul Ullrich Applications of the Basic Equations March 2014

Page 22: Applications of the Basic Equations Chapter 3

Natural Coordinates

Paul Ullrich Applications of the Basic Equations March 2014

A “natural” set of direction vectors. When standing at a point, sometimes the only indication of direction is the direction of the flow.

•  Assumes no “local” changes in geopotential height. Flow is along contours of constant geopotential height.

•  Assume horizontal flow only (on a constant pressure surface). An analogous method could be defined for height surfaces.

•  Assume no friction (no viscous term)

Analogous to a Lagrangian parcel approach.

Page 23: Applications of the Basic Equations Chapter 3

The Upper Troposphere

�0

�0 + 3��

�0 + 2��

�0 +��

South

North

West East

Paul Ullrich Applications of the Basic Equations March 2014

Define one component of these coordinates tangent to the direction of the wind.

t t

t

�� > 0

Page 24: Applications of the Basic Equations Chapter 3

The Upper Troposphere

�0

�0 + 3��

�0 + 2��

�0 +��

South

North

West East

Paul Ullrich Applications of the Basic Equations March 2014

Define the other component of these coordinates normal to the direction of the wind.

t t

t

�� > 0

nn

n

Page 25: Applications of the Basic Equations Chapter 3

Natural Coordinates

Paul Ullrich Applications of the Basic Equations March 2014

Regardless of position: •  t always points in the direction of the flow

•  n always points perpendicular to t, to the left of the flow

t

n

n = k⇥ t Right-hand rule for vectors

Page 26: Applications of the Basic Equations Chapter 3

Natural Coordinates

Paul Ullrich Applications of the Basic Equations March 2014

Advantages: •  We can look at a geopotential height (on a pressure surface) and

estimate the winds.

t

n

•  In general it is difficult to measure winds, so we can now estimate winds from geopotential height (or pressure).

•  Useful for diagnostics and interpretation.

Page 27: Applications of the Basic Equations Chapter 3

Natural Coordinates

Paul Ullrich Applications of the Basic Equations March 2014

However, for diagnostics and interpretation of flows, we need an equation.

t

n

Page 28: Applications of the Basic Equations Chapter 3

Natural Coordinates

�0

�0 + 3��

�0 + 2��

�0 +��

South

North

West East

Paul Ullrich Applications of the Basic Equations March 2014

t t

tn

n

n

Do you observe that the normal arrows seem to point at something in the distance?

Page 29: Applications of the Basic Equations Chapter 3

Natural Coordinates

�0

�0 + 3��

�0 + 2��

�0 +��

South

North

West East

Paul Ullrich Applications of the Basic Equations March 2014

t t

tn

n

n

Imagine that the fluid is experiencing centripetal acceleration due to a force in the normal direction. How would a fluid parcel react?

Page 30: Applications of the Basic Equations Chapter 3

Natural Coordinates

�0

�0 + 3��

�0 + 2��

�0 +��

South

North

West East

Paul Ullrich Applications of the Basic Equations March 2014

t t

tn

n

n

Definition: The radius of curvature of the flow is the radius of a circle with tangent vector t that shares the same curvature as the local flow.

R

Page 31: Applications of the Basic Equations Chapter 3

Natural Coordinates

Paul Ullrich Applications of the Basic Equations March 2014

Velocity in Natural Coordinates

Velocity Vector

Velocity Magnitude

Unit vector tangent to the flow

1. Velocity is always in the direction of t 2. The value of is always positive u

Simplifications:

u = V t V = |u|

Page 32: Applications of the Basic Equations Chapter 3

Natural Coordinates

Paul Ullrich Applications of the Basic Equations March 2014

Acceleration in Natural Coordinates

Change in speed

Change in direction

Definition of acceleration

Du

Dt=

D(V t)

Dt=

DV

Dtt+ V

Dt

Dt

Page 33: Applications of the Basic Equations Chapter 3

Natural Coordinates

Question: How do we get as a function of , ?

Paul Ullrich Applications of the Basic Equations March 2014

Dt

DtR

Recall the use of circle geometry (from derivation of Coriolis / centrifugal force)

R

t1

t2

Radius of curvature

�✓

Initial position of fluid parcel

Final position of fluid parcel

For simplicity, consider a fluid parcel moving along a circular trajectory.

V

Page 34: Applications of the Basic Equations Chapter 3

Natural Coordinates

Paul Ullrich Applications of the Basic Equations March 2014

Recall the use of circle geometry (from derivation of Coriolis / centrifugal force)

R

t1

Radius of curvature

�✓

Between the initial and final positions, the tangent vector changes by an amount .

t2 = t1+�t

�t�t

Triangle

Page 35: Applications of the Basic Equations Chapter 3

Natural Coordinates

R t1

�✓

t2 = t1+�t

�t

Paul Ullrich Applications of the Basic Equations March 2014

�✓

Zoomed in…

Using geometry, this triangle has an

internal angle . �✓

n1

Use the law of sines and the fact that tangent vectors have unit length:

Define angle

sin↵ = sin (⇡ � ↵��✓)

Since all angles are < 90°

↵ = ⇡ � ↵��✓

↵ =⇡

2� �✓

2

For small displacements, will point in the same direction as n1 (= 90° to t1)

�t

Page 36: Applications of the Basic Equations Chapter 3

Natural Coordinates

R t1

�✓

t2 = t1+�t

�t

Paul Ullrich Applications of the Basic Equations March 2014

�✓

Zoomed in…

Using geometry, this triangle has an

internal angle . �✓

n1

Observe that for small displacements (and using the fact that tangent vectors are unit length):

|�t| ⇡ �✓

Consequently:

�t ⇡ �✓n1

Page 37: Applications of the Basic Equations Chapter 3

Natural Coordinates

R t1

�✓

t2 = t1+�t

�t

Paul Ullrich Applications of the Basic Equations March 2014

�✓

Zoomed in…

Using geometry, this triangle has an

internal angle . �✓

n1

From the last slide:

�t ⇡ �✓n1

Distance traveled by fluid parcel

�s = R�✓

�t ⇡ �s

Rn1

Page 38: Applications of the Basic Equations Chapter 3

Natural Coordinates

R t1

�✓

t2 = t1+�t

�t

Paul Ullrich Applications of the Basic Equations March 2014

�✓

Zoomed in…

Using geometry, this triangle has an

internal angle . �✓

n1

From the last slide:

�t

�t⇡ 1

R

�s

�tn1

Distance / Time =

Velocity

In the limit of �t ! 0

Dt

Dt=

1

R

Ds

Dtn1 =

V

Rn

Page 39: Applications of the Basic Equations Chapter 3

Natural Coordinates

Paul Ullrich Applications of the Basic Equations March 2014

Remember our goal is to quantify acceleration…

Change in speed

?

Du

Dt=

D(V t)

Dt=

DV

Dtt+ V

Dt

Dt

Dt

Dt=

V

Rn Du

Dt=

DV

Dtt+

V 2

Rn

Page 40: Applications of the Basic Equations Chapter 3

Natural Coordinates

Paul Ullrich Applications of the Basic Equations March 2014

Recall from physics 101 centripetal acceleration:

Change in speed Centripetal acceleration due to curvature in the flow

An object traveling at velocity V forced to remain along a circular trajectory will experience a centripetal force with magnitude V2/R towards the center of the circle

Du

Dt=

DV

Dtt+

V 2

Rn

Page 41: Applications of the Basic Equations Chapter 3

Momentum Equation

Paul Ullrich Applications of the Basic Equations March 2014

Now that we have an equation for change in horizontal momentum in terms of tangental and normal vectors, we would like to derive a momentum equation.

The momentum equation must contain terms: •  Acceleration

•  Coriolis force

•  Pressure gradient force

Page 42: Applications of the Basic Equations Chapter 3

Momentum Equation

Paul Ullrich Applications of the Basic Equations March 2014

Coriolis force always acts normal to the velocity, with magnitude f :

Coriolis Force

Fcor

= �fk⇥ u = �fV n

Page 43: Applications of the Basic Equations Chapter 3

Momentum Equation

Paul Ullrich Applications of the Basic Equations March 2014

Pressure gradient force acts in the opposing direction of the pressure gradient. On a surface of constant pressure this leads to:

Pressure Gradient Force

Fp = �rp� = �✓t@�

@s+ n

@�

@n

Page 44: Applications of the Basic Equations Chapter 3

Momentum Equation

Paul Ullrich Applications of the Basic Equations March 2014

Using the vector form of the momentum equation:

Du

Dt+ fk⇥ u = �rp�

DV

Dtt+

V 2

Rn+ fV n = �

✓t@�

@s+ n

@�

@n

Make all substitutions:

Fp = �rp� = �✓t@�

@s+ n

@�

@n

Fcor

= �fk⇥ u = �fV n

Page 45: Applications of the Basic Equations Chapter 3

Momentum Equation

Paul Ullrich Applications of the Basic Equations March 2014

DV

Dtt+

V 2

Rn+ fV n = �

✓t@�

@s+ n

@�

@n

In component form:

DV

Dt= �@�

@sV 2

R+ fV = �@�

@n

Along flow direction (t)

Across flow direction (n)

Page 46: Applications of the Basic Equations Chapter 3

Momentum Equation

Paul Ullrich Applications of the Basic Equations March 2014

Recall we are only considering flow along geopotential height contours:

DV

Dt= �@�

@sV 2

R+ fV = �@�

@n

Along flow direction (t)

Across flow direction (n)

Is this a simplification?

0  0  

By using natural coordinates, we only require one diagnostic equation to describe velocity.

Page 47: Applications of the Basic Equations Chapter 3

Momentum Equation

Paul Ullrich Applications of the Basic Equations March 2014

One diagnostic equation for curved flow:

V 2

R+ fV = �@�

@n

Centripetal acceleration

Coriolis force

Pressure gradient force

Question: How does this generalize the geostrophic approximation?