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Cumulus Clouds

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Title: Course Goals Author: Gregory J. Tripoli Last modified by: Gregory Tripoli Created Date: 12/20/1927 12:03:07 PM Document presentation format – PowerPoint PPT presentation

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Title: Cumulus Clouds


1
Cumulus Clouds
2
Instabilities Resulting in Vertical Overturning
  • Thermal Instability (Assuming uniform vertical
    pressure gradient)
  • a) Static (Parcel buoyancy)
  • b) Conditional (Parcel buoyancy)
  • c) Rayleigh Benard (Parcel buoyancy, surface
    friction)
  • Dynamic Instabilities
  • a) Shear (or inflection point) (Vorticity or
    shear gradient)
  • (analogous to barotropic instability)
  • 3. Dynamic-Thermal Instabilities
  • a) Vertical Shear vs Static Stability
  • i. Kelvin-Helmholtz
  • iii Gravity wave convection (growing) ,
    evanecent (decaying)
  • b) Inertial production (Horizontal Shear) vs
    Static Stability
  • i. Symmetric Instability
  • ii. Conditional Symmetric Instability (CSI)
  • ii Convective - Symmetric Instability(C-SI)

3
General Classification of Moist
Convection
  • Shallow Cumulus (cumulus, scatted cumulus,
    strato-cumulus)
  • Depth small compared to scale height of
    troposphere, i.e.
  • Usually confined to Planetary Boundary Layer
    (PBL)
  • Typically non-precipitating
  • Surface friction plays critical role to
    organization
  • Deep Cumulus (congestus, cumulonimbi)
  • Depth comparable to scale height of troposphere
  • Precipitating
  • Friction plays secondary role to organization

4
What goes on inside a cumulus cloud?
5
Evolution of a thermal from a Numerical Model
6
Conceptual Model
  • Series of convective plumes rising to form
    individual turrets comprising cloud
  • Each rising pulse a toroidal circulation
  • Successive toroids give rise to mean upward
    current called updraft
  • Sustained downward current between toroids, if
    existing, would be downdraft

7
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8
Liquid Water Content
9
What causes liquid water content to be below
adiabatic LWC?
  • Lateral entrainment
  • Neutral mixing
  • Dynamic entrainment
  • Cloud Top Entrainment

10
Bubble and JetModels of Convection
lt mixing lateral entrainment
11
Dynamic Lateral Entrainment
12
Dynamic Entrainment
13
Effects of Dynamic Lateral Entrainment
14
Effects of Dynamic Lateral Entrainment
15
Cloud Top entrainment
16
Deep Cumulus
  • Must consider impact of precipitation on cumulus
    circulation
  • Must consider pressure effects because of cloud
    depth
  • Thermodynamic pressure, ie hydrostatic pressure
  • Dynamic pressure due to inertia of air motions
  • Friction layer small compared to cloud and we
    generally ignore friction

17
Vertical Acceleration(using Pressure)
Inertia
Pressure
Buoyancy
18
Vertical Acceleration(Using Total Pressure)
Inertia
Pressure
Buoyancy
19
Vertical Acceleration(using Exner function)
Inertia
Pressure
Buoyancy
20
Traditional Buoyancy




Vapor less dense than dry air
Warm/Cold air rises/sinks
Liquid water loading
Ice water loading
21
Anelastic Approximation
  • Neglect frequencies higher than those associated
    with meteorological phenomena such as sound wave
    frequencies
  • Similar to incompressible assumption, but for a
    compressible system

22
Continuity Equation
23
Multiply momentum equation (momentum form) by
density
24
Multiply momentum equation (vorticity form) by
density
25
Decomposition of Pressure into Dynamic and
Buoyancy Pressure
26
Dynamics (or inertia) Terms
27
Buoyancy Terms
28
Take divergence of density multiplied by three
momentum equations and then result set to zero
and solve for pressure
or
Where pressure is divided into dynamic and
buoyancy pressure contributions
29
Buoyancy vs. Dynamic Pressure
  • Dynamic pressure, , is zero if flow is at
    rest.
  • Buoyancy pressure, , is hydrostatic
    pressure for flow at rest.
  • Dynamic pressure results from inertia such as
  • Rotation (cyclostrophic pressure)
  • Straight line accelerations
  • Coordinate system accelerations (coriolis)
  • Buoyancy pressure results from
  • Moisture anomalies
  • Thermal anomalies
  • Condensate (precipitation drag)

30
Real Buoyancy Acceleration
  • True buoyancy acceleration is
  • Where we see the acceleration is caused by
    thermal, moisture or precipitation drag anomalies

31
Dynamic Pressure Acceleratrion
  • True dynamic pressure gradient acceleration is
  • Where we see the acceleration is caused by
    inertial effects of rotation, straight line
    movement and coordinate system movement

32
Conditional Instability of the First Kind
  • Occurs when a parcel is statically unstable when
    saturated but stable when dry
  • Results in the formation of moist convective
    thermal plumes, ie cumulus clouds
  • Instability favors horizontal scales vertical
    scale of overturning, i.e. meso-gamma scale for
    deep convection

33
Three Stages of a Deep Convective Thermal
  • Simplest Case
  • Conditionally unstable for deep convection
  • No environmental wind
  • Dry middle layers
  • Moist unstable boundary layer

34
Stage 1 Cumulus Stage
  • Updraft only
  • Cloud droplets only (no precipitation)
  • Level of Non-divergence (LND) near top of moist
    Planetary Boundary Layer (PBL)
  • Cloud positively buoyant throughout
  • Environment neutrally buoyant
  • Low pressure under updraft
  • High pressure throughout cloud

35
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36
Stage 2 Mature Stage
  • Updraft and downdraft
  • Precipitation and cloud droplets throughout cloud
  • Level of Non-divergence (LND) at middle levels
  • Cloud positively buoyant at middle levels,
    negatively buoyant in lower part
  • Cold air dome (density current) at surface
  • Environment neutrally buoyant but warming
  • Low pressure at middle levels
  • High pressure at surface and top of cloud

37
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38
Stage 3 Dissipating Stage
  • Downdraft only
  • Precipitation only throughout cloud
  • Level of Non-divergence (LND) at upper levels
  • Cloud negatively buoyant throughout
  • Environment positively buoyant
  • Low pressure at middle levels and above in cloud
  • High pressure at surface
  • Low pressure at surface of environment

39
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40
Reasons for Breakdown
  • Water loading of updraft from precipitation drag
  • Cooling due to dynamic entrainment of mid level
    dry air

41
Introduce Environmental Wind Shear to Prevent
Breakdown
  • Assume
  • two-dimensions, i.e. infinitely long convective
    line
  • Straight-line shear with height, I.e. wind speed
    change with without direction change

42
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43
Three-Dimensional Effect of Wind Shear
  • As before but now assume convective plume is
    initially circular rather than infinitely long
  • Also start by assuming a straight line shear
    profile again
  • Assume westerly shear and veering winds in lowest
    6 km

44
View from South
45
View from East
46
Helicity
47
Convective Richardson Number
48
CAPE
49
Wind Shear
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