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Gravity-driven flows Theory and Experiments Paul Linden [email protected] Department of Mechanical & Aerospace Engineering UC San Diego Buoyancy-driven flows – p.1/38

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  • Gravity-driven flowsTheory and Experiments

    Paul Linden

    [email protected]

    Department of Mechanical & Aerospace Engineering

    UC San Diego

    Buoyancy-driven flows – p.1/38

  • OutlineLecture I – Gravity currents in uniform environments

    Introduction – natural and laboratory gravity currents,

    motion driven by density gradients, frontogenesis

    Dimensional analysis: constant-speed and similarity phases

    Froude numbers - theories of Yih, von Kármán and

    Benjamin

    Comparison with experiment

    Lecture II – Gravity currents in uniform environments

    Energy-conserving theories

    Shallow water theory

    non-Boussinesq currentsBuoyancy-driven flows – p.2/38

  • OutlineLecture III – Gravity currents in stratified environments

    Gravity currents in stratified environments

    Intrusions in a two-layer fluid

    Intrusions in a constant N fluid

    Stratified intrusions

    Buoyancy-driven flows – p.3/38

  • Gravity CurrentsLecture I – uniform environments

    Outline

    Introduction – natural and laboratory gravity currents,motion driven by density gradients, frontogenesis,

    Dimensional analysis: constant-speed and similarityphases

    Froude numbers - theories of Yih, von Kármán andBenjamin

    Comparison with experiment

    Buoyancy-driven flows – p.4/38

  • Introduction

    history

    natural and laboratory gravity currents

    reduced gravity

    driving forces

    frontogensis

    Buoyancy-driven flows – p.5/38

  • The first experiment – 1681

    The earliest recorded experiment of a gravity current by Marsigli (1681). Salt water was

    placed on the right side of the barrier and fresh water on the left. When openings were

    made at the top and bottom, two gravity currents were formed, with a fresh current at

    the top and a salty current at the bottom. Marsigli used this experiment to demonstrate

    the exchange flow through the Bosphorus

    Buoyancy-driven flows – p.6/38

  • Natural gravity currents

    Ash-laden gravity current from the erup-

    tion of Mount Pinatubo in 1991. This

    amazing photograph was taken by Al-

    berto Garcia and is reproduced by per-

    mission of the National Geographic. The

    occupants in the vehicle survived

    A pyroclastic flow resulting from the

    eruption of Mount Unzen, Japan in

    1990. The volcano had been inactive for

    almost 200 years before an active period

    from 1990-1995

    Buoyancy-driven flows – p.7/38

  • Economically important gravity currents

    Record of the sea-breeze at La Jolla.

    This temperate wind keeps the coastal

    zone cool and property prices high

    A spill of LNG on the sea surface – the

    cloud is visible as a result of condensa-

    tion of water vapour

    Buoyancy-driven flows – p.8/38

  • Laboratory gravity current

    The pressure is greater under the dense blue fluid – caused by salt dissolved in water –

    providing a horizontal force from left to rightBuoyancy-driven flows – p.9/38

    mov00251.mpgMedia File (video/mpeg)

  • Lab versus Nature

    A dust storm created by cold air flowing

    out from under a thunderstorm. This

    photograph was taken in Leeton, NSW,

    Australia

    A saline laboratory gravity current flow-

    ing into fresh water. The current is

    made visible by milk added to the salt

    water. The lobes and clefts are clearly

    visible. The three dimensional structure

    persists behind the front and affects the

    structures at the top of the current

    Buoyancy-driven flows – p.10/38

  • Lobes and clefts

    Lobes and clefts caused by gravitational instability at the front of the current Simpson

    (1972)Buoyancy-driven flows – p.11/38

    mov00260.mpgMedia File (video/mpeg)

  • Reduced gravity

    !"#

    !$#

    A schematic of a lock exchange exper-

    iment. In this case fluid of density ρUis separated by a vertical partition – the

    lock gate – from denser fluid with den-

    sity ρL. Both fluids are initially at rest.

    When the gate is removed a dense grav-

    ity current will flow along the bottom to

    the right and a buoyant current will flow

    along the top to the left

    ∂p

    ∂z= −gρ

    Integrate down from the surface

    p = −gZ H

    0

    ρ dz

    ∆p = g(ρL − ρU ) = g∆ρH

    Now

    pressure difference = mass x acceleration/area

    Since mass = density x volume,

    ∆p = ρHa

    where a is the acceleration. Hence

    a = g∆ρ

    ρ≡ g′

    Reduced gravity - “g prime”

    Buoyancy-driven flows – p.12/38

  • Driving forces

    Compositional gravity currents

    Density difference produced by

    dissolved solute - e.g. salt in the sea

    temperature - in a gas ∆ρρ

    = ∆TT

    Particle-driven gravity currents

    Density difference produced by suspension of particles∆ρρ

    =ρp−ρf

    ρfφ

    φ = volume concentration of particles

    Boussinesq fluid

    ∆ρρ

  • Frontogenesis

    The motion of isopycnal surfaces under

    the action of gravity for a fluid with a

    constant horizontal density gradient. (a)

    The initial condition with vertical isopy-

    cnal surfaces. The arrow indicates the

    generation of baroclinic vorticity. (b)

    The position of the isopycnal surfaces

    at a later time. The isopycnals remain

    straight as a result of the constant ver-

    tical shear.

    The motion of isopycnal surfaces under

    the action of gravity for a fluid with a

    constant horizontal density gradient in

    an experiment. The isopyncals remain

    straight and all rotate at the same rate

    as the flow evolves. There is no evidence

    of any instabilities in the flow.

    Buoyancy-driven flows – p.14/38

  • FrontogenesisConsider density ρ = ρ(x) only. 2D flow

    u = (u, 0, w)∂ρ

    ∂t+ u

    ∂ρ

    ∂x= 0

    ∂u

    ∂x+

    ∂w

    ∂z= 0

    ∂t+ u

    ∂x

    «

    ∂ρ

    ∂x=

    ∂w

    ∂z

    ∂ρ

    ∂x

    If ∂ρ∂x

    = ∂ρ∂x

    |0 constant, then w = 0 and∂u

    ∂t= − 1

    ρ0

    ∂p

    ∂x

    ∂p

    ∂z= −gρ

    Cross differentiate

    ∂2u

    ∂t∂z=

    g

    ρ0

    ∂ρ

    ∂x|0

    Since continuity implies that u = u(z),

    this equation may be integrated to give

    u =g

    ρ0

    ∂ρ

    ∂x|0zt

    where the flow has been assumed to

    start from rest and that u(0) = 0

    When the horizontal density gradient is

    constant in space

    ∂ρ

    ∂z= − 1

    2

    g

    ρ0

    ∂ρ

    ∂x|0

    «2

    t2

    The gradient Richardson number

    Ri ≡− g

    ρ0

    ∂ρ∂z

    ∂u∂z

    ”2=

    1

    2

    Buoyancy-driven flows – p.15/38

  • FrontogenesisUniform density gradient

    Isopycnals remain straight as they tilt towards the horizontal. The flow is stable

    Buoyancy-driven flows – p.16/38

  • FrontogenesisNon-uniform density gradient

    (a) The initial conditions with vertical

    isopycnal surfaces. (b) The position of

    the isopycnal surfaces at a later time.

    The larger vorticity generation on the

    left causes the isopycnals between the

    two regions of constant density to con-

    verge producing a front on the lower

    boundary.

    Sequences from a laboratory experiment

    showing frontogenesis. L & Simpson

    (1989)

    Buoyancy-driven flows – p.17/38

  • Frontogenesis

    Density increases from clear to blue to yellow to red

    Buoyancy-driven flows – p.18/38

  • Dimensional analysis

    non-dimensional parameters

    Reynolds number

    constant-volume release - 2D

    scaling analysis with Froude number

    Buoyancy-driven flows – p.19/38

  • Non-dimensional parametersThe most important non-dimensional parameter for a Boussinesq gravity current is the

    Froude number FH defined as the ratio of the current speed U to the long wave speed√g′H

    FH =U√g′H

    The choice of the length scale H is an important aspect

    The second important parameter is the Reynolds number Re

    Re ≡ UHν

    The effects of diffusion of density are measured by the Peclet number Pe

    Re ≡ UHκ

    And for non-Boussinesq currents the density ratio

    γ ≡ ρUρL

    Buoyancy-driven flows – p.20/38

  • Reynolds number

    (a)

    (b)

    (c)

    Shadowgraphs of a dense saline gravity current at different values of the Reynolds

    number. In (a) Re ≈ 1000, in (b) Re ≈ 8000, and in (c) Re ≈ 20000.

    Buoyancy-driven flows – p.21/38

  • Dimensional analysisConstant volume release – 2D

    x

    z g

    !U

    !L

    L0

    D

    L(t)

    H

    g´(t) h(t)

    Initially

    U = F (g′0D)1/2f(t/Ta)

    where F is a dimensionless constant

    When t >> Ta =p

    D/g′0

    U = FD(g′

    0D)

    12

    – constant-velocity phase

    Current length

    L(t) = L0 + FD(g′

    0D)

    12 t

    where FD ≡ U√g′D

    is the Froude num-

    ber based on the original release height

    Later times

    U = FD(g′

    0D)1/2f(t/Ta, t/TV ).

    When t >> TV =L0√g′0D

    the total

    buoyancy B0 = g′0DL0 (= constant)

    becomes important

    Dimensions [B0] = L3 T−2

    U =2

    3cB

    130

    t−13

    L = cB130

    t23

    Current decelerates as t−1/3 – similarity

    phaseBuoyancy-driven flows – p.22/38

  • Scaling analysisFront Froude number

    Conservation of mass

    g′(t)L(t)h(t) = cBg′

    0A0 = cBB0

    Assume front travels with constant local

    Froude number

    Fh ≡U√g′h

    U =dL

    dt= Fh(g

    ′(t)h(t))1/2 = Fh

    r

    cBB0

    L

    L(t) = [3

    2Fh(cBB0)

    1/2t + (L0)3/2]2/3

    L(t)

    L0= [

    3

    2FhcB

    12 t/TV + 1]

    2/3

    t > TV

    L(t)

    L0≃

    3Fh

    2

    «

    23

    cB13 (t/TV )

    2/3

    similarity phase

    Buoyancy-driven flows – p.23/38

  • The viscous phaseViscous time scale

    Tν =νLν

    2

    g′νhν3

    U = F (g′νhν)1/2f(t/Ta, t/TV , t/Tν)

    When t >> Tν balance between viscous forces and pressure gradient ν∇2u ∼ ∇p/ρ

    ν

    h2dL

    dt=

    cνg′νh(t)

    L(t)

    L(t)h(t) = cAAν

    L(t) = [5cνcA

    3g′νAν3

    νt + Lν

    5]1/5

    Current decelerates as t−4/5

    For a complete theory of viscous currents (honey on toast or lava flows see Huppert

    1982)

    Buoyancy-driven flows – p.24/38

  • Transitions between the phasesLaboratory experiments

    Shadowgraph and data showing the transitions between the constant-velocity, similarity

    and viscous phasesBuoyancy-driven flows – p.25/38

  • Froude number

    Theories of

    Yih 1938

    von Kármán 1940

    Benjamin 1968

    Buoyancy-driven flows – p.26/38

  • Froude numberYih 1938

    !"#

    !$#

    A sketch of the idealised of a Boussinesq

    lock release with symmetrical light and

    heavy currents.

    Boussinesq current (i.e. ρL ≈ ρU ),then symmetry implies that the current

    will initially occupy one-half the depth.

    In a time ∆t

    PE gained by the lighter fluid =1

    4gρUH

    2U∆t

    PE lost by denser fluid =1

    4gρLH

    2U∆t.

    KE gain = 14(ρU +ρL)HU

    2U∆t.

    U =

    s

    g(ρL − ρU )H2(ρU + ρL)

    .

    Boussinesq case ρU ≈ ρL

    FH ≡U√g′H

    =1

    2Buoyancy-driven flows – p.27/38

  • Froude numbervon Kármán 1940

    A particle–driven gravity current

    U

    !L

    !U

    h

    g

    O C B

    A

    An idealized model of a perfect fluid

    gravity current.

    Ideal flow - Bernoulli’s theorem

    p +1

    2ρq2 + gρz = constant

    pO = pA + gρUh + 12ρUU2

    Assume no flow inside the current

    pO = pA + gρLh

    U2 = 2gρL − ρU

    ρUh = 2g

    1 − γγ

    h

    Fh =U

    p

    g(1 − γ)h=

    s

    2

    γ

    Boussinesq current (γ ∼ 1)

    Fh =U√g′h

    =√

    2

    Compare with Yih’s result H = 2h ⇒

    Fh =U√g′h

    =U√g′H

    r

    H

    h=

    √2

    2

    Buoyancy-driven flows – p.28/38

  • Froude numberBenjamin 1968

    U

    h

    uU

    H

    !L

    !U

    B O C

    D E

    Control volume moving with current

    UH = uU (H − h)

    Along BE

    p =

    8

    <

    :

    pB − gρLz, 0 < z < h,pB − gρLh − gρU (z − h), h < z < H

    Along CDp = pC − gρUz

    Conservation of horizontal component of the momentum fluxE

    Z

    B

    pdz +

    EZ

    B

    ρu2dz =

    DZ

    C

    pdz +

    DZ

    C

    ρU2dz

    u =

    8

    <

    :

    0, 0 < z < h,

    uU , h < z < H

    FH ≡U√g′H

    =p

    f(h) f(h) =h(2H − h)(H − h)

    H2(H + h)

    Buoyancy-driven flows – p.29/38

  • Benjamin’s theoryInfinite depth

    In the limit H → ∞

    U2

    g′h= Hf(h) =

    h(2H − h)(H − h)H(H + h)

    → 2

    Hence the Froude number based on the current height

    Fh =√

    2

    in agreement with von Kármán

    Buoyancy-driven flows – p.30/38

  • Benjamin’s theoryFroude number

    0 0.1 0.2 0.3 0.4 0.50

    0.1

    0.2

    0.3

    0.4

    0.5

    The Froude number FH and the dimensionless volume fluxQ√

    g′H3plotted against the

    dimensionless current depth hH

    Buoyancy-driven flows – p.31/38

  • Benjamin’s theoryEnergy-conserving current

    U

    h

    uU

    H

    !L

    !U

    B O C

    D E

    Along the upper boundary ED

    pE +1

    2ρU uU

    2 = pD +1

    2ρUU

    2

    pE −pD = pB −pC −g(ρL−ρU )h.

    pB − pC = −1

    2ρUU

    2

    1

    2ρUuU

    2 = g(ρL − ρU ).

    Continuity ⇒

    U2 = 2g′h(H − h)2

    H2.

    Two solutionsh

    H= 0 or

    h

    H=

    1

    2.

    Energy-conserving current occupies one-half the depth

    F ≡ U√g′H

    =1

    2.

    Buoyancy-driven flows – p.32/38

  • Benjamin’s theoryProperties of the energy-conserving current

    !"#$%&'()"*#$+,"%'-.'

    /01'*2##3'-.'

    h

    H=

    1

    2

    F ≡ U√g′H

    =1

    2.

    Froude number based on current

    height

    Fh =U√g′h

    =1√2⇒ subcritical lower layer

    FU ≡uU

    p

    g′(H − h)=

    √2 ⇒ supercritical upper layer

    Two-layer flow with FL = Fh implies

    FU2 + FL

    2 = 1

    Maximum speed occurs at depth hm = 0.347HBuoyancy-driven flows – p.33/38

  • Comparison with experiments

    half-height currents

    comparison with Benjamin’s shape

    full-depth lock releases

    Froude numbers

    Buoyancy-driven flows – p.34/38

  • Half-height currents

    Air cavity in

    a rectangular

    horizontal

    duct: Gard-

    ner & Crow

    (1970)

    Red line shows effective depth. Blue lines give h/H = 0.5 and h/H = 0.347.

    The effective

    depth h:

    Shin et al.

    (2004)

    Buoyancy-driven flows – p.35/38

  • Full-depth lock release

    Comparison with Benjamin’s potential flow solution

    Buoyancy-driven flows – p.36/38

  • Full-depth lock release

    t*= 0.0

    t* = 0.4

    t*= 1.2

    t*= 2.3

    t*= 3.9

    t*= 4.7

    t*= 5.9

    t*= 7.0

    0 1 2 3 4 5 6 7 8 9 100

    0.5

    1

    1.5

    2

    2.5

    3

    3.5

    4

    4.5

    5

    t*

    x / H

    t∗ ≡ ts

    H

    g′

    F = 0.48

    Buoyancy-driven flows – p.37/38

  • FINE

    Buoyancy-driven flows – p.38/38

    OutlineOutlineGravity CurrentsIntroductionThe first experiment -- 1681Natural gravity currentsEconomically important gravity currentsLaboratory gravity currentLab versus NatureLobes and cleftsReduced gravityDriving forcesFrontogenesisFrontogenesisFrontogenesisFrontogenesisFrontogenesisDimensional analysisNon-dimensional parametersReynolds numberDimensional analysisScaling analysisThe viscous phaseTransitions between the phasesFroude numberFroude numberFroude numberFroude numberBenjamin's theoryBenjamin's theoryBenjamin's theoryBenjamin's theoryComparison with experimentsHalf-height currentsFull-depth lock releaseFull-depth lock release