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Floquet Theory for Internal Gravity Waves
in a Density-Stratified Fluid
Yuanxun Bill Bao
Senior Supervisor: Professor David J. Muraki
August 3, 2012
Density-Stratified Fluid Dynamics
Density-Stratified Fluids
density of the fluid varies with altitude
stable stratification: heavy fluids below light fluids, internal waves
unstable stratification: heavy fluids above light fluids, convective dynamics
Buoyancy-Gravity Restoring Dynamics
uniform stable stratification: dρ/dz < 0 constant
vertical displacements ⇒ oscillatory motions
Internal Gravity Waves
evidence of internal gravity waves in the atmosphere
left: lenticular clouds near Mt. Ranier, Washington
right: uniform flow over a mountain ⇒ oscillatory wave motions
scientific significance of studying internal gravity waves
internal waves are known to be unstable
a major suspect of clear-air-turbulence
Gravity Wave Instability: Three Approaches
Triad resonant instability (Davis & Acrivos 1967, Hasselmann 1967)
primary wave + 2 infinitesimal disturbances ⇒ exponential growth
perturbation analysis
Direct Numerical Simulation (Lin 2000)
primary wave + weak white-noise modes
stability diagram
unstable Fourier modes
Linear Stability Analysis & Floquet-Fourier method (Mied 1976, Drazin 1977)
linearized Boussinesq equations & stability via eigenvalue computation
My Thesis Goal
Floquet-Fourier computation: over-counting of instability in wavenumber space
Lin’s DNS: two branches of disturbance Fourier modes
goal: to identify all physically unstable modes from Floquet-Fourier computation
My Thesis Goal
Floquet-Fourier computation: over-counting of instability in wavenumber space
Lin’s DNS: two branches of disturbance Fourier modes
goal: to identify all physically unstable modes from Floquet-Fourier computation
The Governing Equations
Boussinesq Equations in Vorticity-Buoyancy Form
· u = 0 ;
Dη
Dt
= −bx ;
Db
Dt
= −N2
w
incompressible, inviscid Boussinesq Fluid
Euler equations + weak density variation (the Boussinesq approximation)
Brunt-Vaisala frequency N: uniform stable stratification, N2 > 0
2D velocity: u(x, z, t) ; buoyancy: b(x, z, t)
streamfunction: u =
u
w
= − × ψ ˆy =
−ψz
ψx
vorticity: × u = η ˆy = 2ψ ˆy
Exact Plane Gravity Wave Solutions
+
z
y
x
−
buoyancy b
Dη
Dt
= −bx
−
+
+
buoyancy b
−
Db
Dt
= −N2
w
dynamics of buoyancy & vorticity ⇒ oscillatory wave motions
exact plane gravity wave solutions


ψ
b
η

 =


−Ωd/K
N2
N2K/Ωd

 2A sin(Kx + Mz − Ωdt)
primary wavenumbers: (K, M)
dispersion relation: Ω2
d(K, M) =
N2K2
K2 + M2
.
Linear Stability Analysis
dimensionless exact plane wave + small disturbances


ψ
b
η

 =


−Ω
1
1/Ω

 2 sin(x + z − Ωt) +


˜ψ
˜b
˜η


: dimensionless amplitude & dimensionless frequency: Ω2
=
1
1 + δ2
linearized Boussinesq equations
δ2 ˜ψxx + ˜ψzz = ˜η
˜ηt + ˜bx − 2 J( Ω˜η + ˜ψ/Ω , sin(x + z − Ωt) ) = 0
˜bt − ˜ψx − 2 J( Ω˜b + ˜ψ , sin(x + z − Ωt) ) = 0
δ = K/M: related to the wave propagation angle (Lin: δ = 1.7)
Jacobian determinant
J(f, g) =
fx gx
fz gz
= fxgz − gxfz
Linear Stability Analysis
dimensionless exact plane wave + small disturbances


ψ
b
η

 =


−Ω
1
1/Ω

 2 sin(x + z − Ωt) +


˜ψ
˜b
˜η


: dimensionless amplitude & dimensionless frequency: Ω2
=
1
1 + δ2
linearized Boussinesq equations
δ2 ˜ψxx + ˜ψzz = ˜η
˜ηt + ˜bx − 2 J( Ω˜η + ˜ψ/Ω , sin(x + z − Ωt) ) = 0
˜bt − ˜ψx − 2 J( Ω˜b + ˜ψ , sin(x + z − Ωt) ) = 0
system of linear PDEs with non-constant, but periodic coefficients
analyzed by Floquet theory
classical textbook example: Mathieu equation (Chapter 3)
Floquet Theory: Mathieu Equation
Mathieu Equation:
d2u
dt2
+ k2
− 2 cos(t) u = 0
second-order linear ODE with periodic coefficients
Floquet theory: u = e−iωt
· p(t) = exponential part × co-periodic part
Floquet exponent ω(k; ): Im ω > 0 → instability
goal: to identify all unstable solutions in (k, )-space
Floquet Theory: Mathieu Equation
Mathieu Equation:
d2u
dt2
+ k2
− 2 cos(t) u = 0
Two perspectives:
perturbation analysis ⇒ two branches of Floquet exponent
away from resonances: ω(k; ) ∼ ±k
resonant instability at primary resonance k =
1
2
: ω(k; ) ∼ ±
1
2
+ i
Floquet-Fourier computation of ω(k; )
a Riemann surface interpretation of ω(k; ) with k ∈ C
Floquet-Fourier Computation
Mathieu equation in system form:
d
dt
u
v
= i
0 1
k2 − 2 cos(t) 0
u
v
Floquet-Fourier representation:
u
v
= e−iωt
·
∞
m=−∞
cme−imt
ω(k; ) as eigenvalues of Hill’s bi-infinite matrix:










...
...
... S0 M
M S1
...
...
...










2 × 2 real blocks: Sm and M
truncated Hill’s matrix: −N ≤ m ≤ N
real-coefficient characteristic polynomial
compute 4N + 2 eigenvalues: {ωn(k; )}
= 0, eigenvalues from Sn blocks: ωn(k; 0) = −n ± k & all real-valued
1, complex eigenvalues may arise from = 0 double eigenvalues
Floquet-Fourier Computation
−2 −1.5 −1 −0.5 0 0.5 1 1.5 2
−2
−1.5
−1
−0.5
0
0.5
1
1.5
2
k−axis
Reω
ε = 0.1 ωn(k; ): real • ; complex •
‘——’: ωn(k; 0) = −n ± k
‘——’: ω0(k; 0) = ± k
ωn(k; ) curves are close to ωn(k; 0)
two continuous curves close to ±k
the rest are shifted due to
u
v
= e−i(ω0+n)t
·
∞
m=−∞
cm+ne−imt
For each k, how many Floquet exponents are associated with the unstable solu-
tions of Mathieu equation? two or ∞? Both!
two is understood from perturbation analysis
∞ will be understood from the Riemann surface of ω(k; ) with k ∈ C
Floquet-Fourier Computation
−2 −1 0 1 2
−2
−1
0
1
2
k−axis
Reω
ε = 0.1 ωn(k; ): real • ; complex •
‘——’: ωn(k; 0) = −n ± k
‘——’: ω0(k; 0) = ± k
ωn(k; ) curves are close to ωn(k; 0)
two continuous curves close to ±k
the rest are shifted due to
u
v
= e−i(ω0+n)t
·
∞
m=−∞
cm+ne−imt
For each k, how many Floquet exponents are associated with the unstable solu-
tions of Mathieu equation? two or ∞? Both!
two is understood from perturbation analysis
∞ will be understood from the Riemann surface of ω(k; ) with k ∈ C
A Riemann Surface Interpretation of ω(k; )
−2 −1 0 1 2
−2
−1
0
1
2
k−axis
Reω
ε = 0.1
Floquet-Fourier computation with k ∈ C → the Riemann surface of ω(k; )
surface height: real ω ; surface colour: imag ω
layers of curves for k ∈ R become layers of sheets for k ∈ C
the two physical branches belong to two primary Riemann sheets
How to identify the two primary Riemann sheets?
more understanding of how sheets are connected
A Riemann Surface Interpretation of ω(k; )
zoomed view near Re k = 1/2 shows Riemann sheet connection
branch points: end points of instability intervals
loop around the branch points ⇒
√
type
branch cuts coincide with instability intervals (McKean & Trubowitz 1975)
A Riemann Surface Interpretation of ω(k; )
zoomed view near Re k = 0 shows Riemann sheet connection
branch points: two on imaginary axis
loop around the branch points ⇒
√
type
branch cuts to ± i∞ give V-shaped sheets
A Riemann Surface Interpretation of ω(k; )
−1 −0.5 0 0.5 1
−i
√
2ǫ
i
√
2ǫ
real k
imagk
ε = 0.1
branch cuts: instability intervals & two cuts to ± i∞
two primary sheets: upward & downward V-shaped sheets
associated with the two physically-relevant Floquet exponents
the other sheets are integer-shifts of primary sheets
A Riemann Surface Interpretation of ω(k; )
−1 −0.5 0 0.5 1
−i
√
2ǫ
i
√
2ǫ
real k
imagk
ε = 0.1
branch cuts: instability intervals & two cuts to ± i∞
two primary sheets: upward & downward V-shaped sheets
associated with the two physically-relevant Floquet exponents
the other sheets are integer-shifts of primary sheets
Recap of Mathieu Equation
Floquet-Fourier: u
v
= e−iωt
·
N
m=−N
cne−imt
4N + 2 computed Floquet exponents ωn(k; )
perturbation analysis: ω(k; ) ∼ ±k
Riemann surface has two primary Riemann sheets (physically-relevant)
−2 −1 0 1 2
−2
−1
0
1
2
k−axis
Reω
ε = 0.1
Chapter 4, 5, 6 of My Thesis
Floquet-Fourier:
˜ψ
˜b
= ei(kx+mz−ωt)
·



N
n=−N
ˆψ n
ˆb n
ein(x+z−Ωt)



.
4N + 2 computed Floquet exponents ωn(k, m; , δ)
perturbation analysis: ω(k, m; , δ) ∼ ±
|k|
√
δ2k2+m2
Riemann surface analysis ⇒ physically-relevant Floquet exponents
−2 −1 0 1 2
−2
−1
0
1
2
k−axis, (k−m = 2.5)
realω
ε = 0.1, δ = 1.7
Gravity Wave Stability Problem
four parameters of ω(k, m; , δ)
, δ = 1.7 (Lin)
wavevector, (k, m) ; k ∈ C with k − m = 2.5
over-counting of Floquet-Fourier computation
vertical & horizontal shifts → instability bands
−2 −1 0 1 2
−2
−1
0
1
2
k−axis, (k−m = 2.5)
realω
ε = 0.1, δ = 1.7
Gravity Wave Stability Problem
four parameters of ω(k, m; , δ)
, δ = 1.7 (Lin)
wavevector, (k, m) ; k ∈ C with k − m = 2.5
over-counting of Floquet-Fourier computation
vertical & horizontal shifts → instability bands
−2 −1 0 1 2
−2
−1
0
1
2
k−axis, (k−m = 2.5)
realω
ε = 0.1, δ = 1.7
physically-relevant Floquet exponents solves over-counting problem
Fixing the Gap along k − m = 1
−2 −1.5 −1 −0.5 0 0.5 1 1.5 2
−2
−1.5
−1
−0.5
0
0.5
1
1.5
real−k
δ = 1.7, ε = 0.1
realω
new feature: four-sheet collision (only two for Mathieu!)
physically corresponds to near-resonance of four fourier modes (section 5.3)
Fixing the Gap along k − m = 1
−0.4 −0.2 0 0.2 0.4
−0.4
−0.2
0
0.2
0.4
sheet 4
sheet 2
sheet 1
sheet 3
real k
realω
ε = 0.1, δ = 1.7
zoomed view near Re k = 0 with Riemann surface
Fixing the Gap along k − m = 1
−0.4 −0.2 0 0.2 0.4
−0.4
−0.2
0
0.2
0.4
sheet 4
sheet 2
sheet 1
sheet 3
real k
realω
ε = 0.1, δ = 1.7
−0.4 −0.2 0 0.2 0.4
−0.4
−0.2
0
0.2
0.4
ω−
(k,m;0)
ω−
(k+1,m+1;0)−Ω
ω+
(k,m;0)
ω+
(k−1,m−1;0)+Ω
k−axis
ω(k,m)
δ = 1.7, ε = 0
continuation algorithm for ω(k, m; = 0.1) starts from = 0 values
Fixing the Gap along k − m = 1
−0.4 −0.2 0 0.2 0.4
−0.4
−0.2
0
0.2
0.4
sheet 4
sheet 2
sheet 1
sheet 3
real k
realω
ε = 0.02, δ = 1.7
−0.4 −0.2 0 0.2 0.4
−0.4
−0.2
0
0.2
0.4
ω−
(k,m;0)
ω−
(k+1,m+1;0)−Ω
ω+
(k,m;0)
ω+
(k−1,m−1;0)+Ω
k−axis
ω(k,m)
δ = 1.7, ε = 0
continuation algorithm for ω(k, m; = 0.1) starts from = 0 values
= 0.02: shows = 0 limit incorrect
Fixing the Gap along k − m = 1
−0.4 −0.2 0 0.2 0.4
−0.4
−0.2
0
0.2
0.4
sheet 4
sheet 2
sheet 1
sheet 3
real k
realω
ε = 0.02, δ = 1.7
−0.4 −0.2 0 0.2 0.4
−0.4
−0.2
0
0.2
0.4
sheet 4
sheet 2
sheet 1
sheet 3
real k
realω
ε = 0, δ = 1.7
continuation algorithm for ω(k, m; = 0.1) starts from = 0 values
= 0.02: suggests redefining = 0 branch values (continuous)
Fixing the Gap along k − m = 1
−0.4 −0.2 0 0.2 0.4
−0.4
−0.2
0
0.2
0.4
sheet 4
sheet 2
sheet 1
sheet 3
real k
realω
ε = 0.06, δ = 1.7
−0.4 −0.2 0 0.2 0.4
−0.4
−0.2
0
0.2
0.4
sheet 4
sheet 2
sheet 1
sheet 3
real k
realω
ε = 0, δ = 1.7
continuation algorithm for ω(k, m; = 0.1) starts from = 0 values
= 0.06: instability bands are about to merge
Fixing the Gap along k − m = 1
−0.4 −0.2 0 0.2 0.4
−0.4
−0.2
0
0.2
0.4
sheet 4
sheet 2
sheet 1
sheet 3
real k
realω
ε = 0.1, δ = 1.7
−0.4 −0.2 0 0.2 0.4
−0.4
−0.2
0
0.2
0.4
sheet 4
sheet 2
sheet 1
sheet 3
real k
realω
ε = 0, δ = 1.7
continuation algorithm for ω(k, m; = 0.1) starts from = 0 values
= 0.1: the gap is fixed
Instabilities from Two Primary Sheets
stability diagram is a superposition of instabilities from the two primary sheets
both primary sheets are continuous in Re ω & Im ω
over-counting problem is solved by complex analysis!
In Closing: What I Have Learned
density-stratified fluid dynamics & internal gravity waves
linear stability analysis
the Mathieu equation, Floquet theory & Floquet-Fourier computation
perturbation analysis (near & away from resonance)
understanding the Riemann surface structure & computation
Four Sheets: = 0.1
−0.4 −0.2 0 0.2 0.4
−0.4
−0.2
0
0.2
0.4
sheet 4
sheet 2
sheet 1
sheet 3
real k
realω
ε = 0.1, δ = 1.7
−0.2 −0.1 0 0.1 0.2
−0.1
−0.05
0
0.05
0.1
sheet 1
real k
imagk
ε = 0.1
−0.2 −0.1 0 0.1 0.2
−0.1
−0.05
0
0.05
0.1
sheet 2
real k
imagk
ε = 0.1
−0.2 −0.1 0 0.1 0.2
−0.1
−0.05
0
0.05
0.1
sheet 3
real k
imagk
ε = 0.1
−0.2 −0.1 0 0.1 0.2
−0.1
−0.05
0
0.05
0.1
sheet 4
real k
imagk
ε = 0.1

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thesis_talk_aug3

  • 1. Floquet Theory for Internal Gravity Waves in a Density-Stratified Fluid Yuanxun Bill Bao Senior Supervisor: Professor David J. Muraki August 3, 2012
  • 2. Density-Stratified Fluid Dynamics Density-Stratified Fluids density of the fluid varies with altitude stable stratification: heavy fluids below light fluids, internal waves unstable stratification: heavy fluids above light fluids, convective dynamics Buoyancy-Gravity Restoring Dynamics uniform stable stratification: dρ/dz < 0 constant vertical displacements ⇒ oscillatory motions
  • 3. Internal Gravity Waves evidence of internal gravity waves in the atmosphere left: lenticular clouds near Mt. Ranier, Washington right: uniform flow over a mountain ⇒ oscillatory wave motions scientific significance of studying internal gravity waves internal waves are known to be unstable a major suspect of clear-air-turbulence
  • 4. Gravity Wave Instability: Three Approaches Triad resonant instability (Davis & Acrivos 1967, Hasselmann 1967) primary wave + 2 infinitesimal disturbances ⇒ exponential growth perturbation analysis Direct Numerical Simulation (Lin 2000) primary wave + weak white-noise modes stability diagram unstable Fourier modes Linear Stability Analysis & Floquet-Fourier method (Mied 1976, Drazin 1977) linearized Boussinesq equations & stability via eigenvalue computation
  • 5. My Thesis Goal Floquet-Fourier computation: over-counting of instability in wavenumber space Lin’s DNS: two branches of disturbance Fourier modes goal: to identify all physically unstable modes from Floquet-Fourier computation
  • 6. My Thesis Goal Floquet-Fourier computation: over-counting of instability in wavenumber space Lin’s DNS: two branches of disturbance Fourier modes goal: to identify all physically unstable modes from Floquet-Fourier computation
  • 7. The Governing Equations Boussinesq Equations in Vorticity-Buoyancy Form · u = 0 ; Dη Dt = −bx ; Db Dt = −N2 w incompressible, inviscid Boussinesq Fluid Euler equations + weak density variation (the Boussinesq approximation) Brunt-Vaisala frequency N: uniform stable stratification, N2 > 0 2D velocity: u(x, z, t) ; buoyancy: b(x, z, t) streamfunction: u = u w = − × ψ ˆy = −ψz ψx vorticity: × u = η ˆy = 2ψ ˆy
  • 8. Exact Plane Gravity Wave Solutions + z y x − buoyancy b Dη Dt = −bx − + + buoyancy b − Db Dt = −N2 w dynamics of buoyancy & vorticity ⇒ oscillatory wave motions exact plane gravity wave solutions   ψ b η   =   −Ωd/K N2 N2K/Ωd   2A sin(Kx + Mz − Ωdt) primary wavenumbers: (K, M) dispersion relation: Ω2 d(K, M) = N2K2 K2 + M2 .
  • 9. Linear Stability Analysis dimensionless exact plane wave + small disturbances   ψ b η   =   −Ω 1 1/Ω   2 sin(x + z − Ωt) +   ˜ψ ˜b ˜η   : dimensionless amplitude & dimensionless frequency: Ω2 = 1 1 + δ2 linearized Boussinesq equations δ2 ˜ψxx + ˜ψzz = ˜η ˜ηt + ˜bx − 2 J( Ω˜η + ˜ψ/Ω , sin(x + z − Ωt) ) = 0 ˜bt − ˜ψx − 2 J( Ω˜b + ˜ψ , sin(x + z − Ωt) ) = 0 δ = K/M: related to the wave propagation angle (Lin: δ = 1.7) Jacobian determinant J(f, g) = fx gx fz gz = fxgz − gxfz
  • 10. Linear Stability Analysis dimensionless exact plane wave + small disturbances   ψ b η   =   −Ω 1 1/Ω   2 sin(x + z − Ωt) +   ˜ψ ˜b ˜η   : dimensionless amplitude & dimensionless frequency: Ω2 = 1 1 + δ2 linearized Boussinesq equations δ2 ˜ψxx + ˜ψzz = ˜η ˜ηt + ˜bx − 2 J( Ω˜η + ˜ψ/Ω , sin(x + z − Ωt) ) = 0 ˜bt − ˜ψx − 2 J( Ω˜b + ˜ψ , sin(x + z − Ωt) ) = 0 system of linear PDEs with non-constant, but periodic coefficients analyzed by Floquet theory classical textbook example: Mathieu equation (Chapter 3)
  • 11. Floquet Theory: Mathieu Equation Mathieu Equation: d2u dt2 + k2 − 2 cos(t) u = 0 second-order linear ODE with periodic coefficients Floquet theory: u = e−iωt · p(t) = exponential part × co-periodic part Floquet exponent ω(k; ): Im ω > 0 → instability goal: to identify all unstable solutions in (k, )-space
  • 12. Floquet Theory: Mathieu Equation Mathieu Equation: d2u dt2 + k2 − 2 cos(t) u = 0 Two perspectives: perturbation analysis ⇒ two branches of Floquet exponent away from resonances: ω(k; ) ∼ ±k resonant instability at primary resonance k = 1 2 : ω(k; ) ∼ ± 1 2 + i Floquet-Fourier computation of ω(k; ) a Riemann surface interpretation of ω(k; ) with k ∈ C
  • 13. Floquet-Fourier Computation Mathieu equation in system form: d dt u v = i 0 1 k2 − 2 cos(t) 0 u v Floquet-Fourier representation: u v = e−iωt · ∞ m=−∞ cme−imt ω(k; ) as eigenvalues of Hill’s bi-infinite matrix:           ... ... ... S0 M M S1 ... ... ...           2 × 2 real blocks: Sm and M truncated Hill’s matrix: −N ≤ m ≤ N real-coefficient characteristic polynomial compute 4N + 2 eigenvalues: {ωn(k; )} = 0, eigenvalues from Sn blocks: ωn(k; 0) = −n ± k & all real-valued 1, complex eigenvalues may arise from = 0 double eigenvalues
  • 14. Floquet-Fourier Computation −2 −1.5 −1 −0.5 0 0.5 1 1.5 2 −2 −1.5 −1 −0.5 0 0.5 1 1.5 2 k−axis Reω ε = 0.1 ωn(k; ): real • ; complex • ‘——’: ωn(k; 0) = −n ± k ‘——’: ω0(k; 0) = ± k ωn(k; ) curves are close to ωn(k; 0) two continuous curves close to ±k the rest are shifted due to u v = e−i(ω0+n)t · ∞ m=−∞ cm+ne−imt For each k, how many Floquet exponents are associated with the unstable solu- tions of Mathieu equation? two or ∞? Both! two is understood from perturbation analysis ∞ will be understood from the Riemann surface of ω(k; ) with k ∈ C
  • 15. Floquet-Fourier Computation −2 −1 0 1 2 −2 −1 0 1 2 k−axis Reω ε = 0.1 ωn(k; ): real • ; complex • ‘——’: ωn(k; 0) = −n ± k ‘——’: ω0(k; 0) = ± k ωn(k; ) curves are close to ωn(k; 0) two continuous curves close to ±k the rest are shifted due to u v = e−i(ω0+n)t · ∞ m=−∞ cm+ne−imt For each k, how many Floquet exponents are associated with the unstable solu- tions of Mathieu equation? two or ∞? Both! two is understood from perturbation analysis ∞ will be understood from the Riemann surface of ω(k; ) with k ∈ C
  • 16. A Riemann Surface Interpretation of ω(k; ) −2 −1 0 1 2 −2 −1 0 1 2 k−axis Reω ε = 0.1 Floquet-Fourier computation with k ∈ C → the Riemann surface of ω(k; ) surface height: real ω ; surface colour: imag ω layers of curves for k ∈ R become layers of sheets for k ∈ C the two physical branches belong to two primary Riemann sheets How to identify the two primary Riemann sheets? more understanding of how sheets are connected
  • 17. A Riemann Surface Interpretation of ω(k; ) zoomed view near Re k = 1/2 shows Riemann sheet connection branch points: end points of instability intervals loop around the branch points ⇒ √ type branch cuts coincide with instability intervals (McKean & Trubowitz 1975)
  • 18. A Riemann Surface Interpretation of ω(k; ) zoomed view near Re k = 0 shows Riemann sheet connection branch points: two on imaginary axis loop around the branch points ⇒ √ type branch cuts to ± i∞ give V-shaped sheets
  • 19. A Riemann Surface Interpretation of ω(k; ) −1 −0.5 0 0.5 1 −i √ 2ǫ i √ 2ǫ real k imagk ε = 0.1 branch cuts: instability intervals & two cuts to ± i∞ two primary sheets: upward & downward V-shaped sheets associated with the two physically-relevant Floquet exponents the other sheets are integer-shifts of primary sheets
  • 20. A Riemann Surface Interpretation of ω(k; ) −1 −0.5 0 0.5 1 −i √ 2ǫ i √ 2ǫ real k imagk ε = 0.1 branch cuts: instability intervals & two cuts to ± i∞ two primary sheets: upward & downward V-shaped sheets associated with the two physically-relevant Floquet exponents the other sheets are integer-shifts of primary sheets
  • 21. Recap of Mathieu Equation Floquet-Fourier: u v = e−iωt · N m=−N cne−imt 4N + 2 computed Floquet exponents ωn(k; ) perturbation analysis: ω(k; ) ∼ ±k Riemann surface has two primary Riemann sheets (physically-relevant) −2 −1 0 1 2 −2 −1 0 1 2 k−axis Reω ε = 0.1
  • 22. Chapter 4, 5, 6 of My Thesis Floquet-Fourier: ˜ψ ˜b = ei(kx+mz−ωt) ·    N n=−N ˆψ n ˆb n ein(x+z−Ωt)    . 4N + 2 computed Floquet exponents ωn(k, m; , δ) perturbation analysis: ω(k, m; , δ) ∼ ± |k| √ δ2k2+m2 Riemann surface analysis ⇒ physically-relevant Floquet exponents −2 −1 0 1 2 −2 −1 0 1 2 k−axis, (k−m = 2.5) realω ε = 0.1, δ = 1.7
  • 23. Gravity Wave Stability Problem four parameters of ω(k, m; , δ) , δ = 1.7 (Lin) wavevector, (k, m) ; k ∈ C with k − m = 2.5 over-counting of Floquet-Fourier computation vertical & horizontal shifts → instability bands −2 −1 0 1 2 −2 −1 0 1 2 k−axis, (k−m = 2.5) realω ε = 0.1, δ = 1.7
  • 24. Gravity Wave Stability Problem four parameters of ω(k, m; , δ) , δ = 1.7 (Lin) wavevector, (k, m) ; k ∈ C with k − m = 2.5 over-counting of Floquet-Fourier computation vertical & horizontal shifts → instability bands −2 −1 0 1 2 −2 −1 0 1 2 k−axis, (k−m = 2.5) realω ε = 0.1, δ = 1.7 physically-relevant Floquet exponents solves over-counting problem
  • 25. Fixing the Gap along k − m = 1 −2 −1.5 −1 −0.5 0 0.5 1 1.5 2 −2 −1.5 −1 −0.5 0 0.5 1 1.5 real−k δ = 1.7, ε = 0.1 realω new feature: four-sheet collision (only two for Mathieu!) physically corresponds to near-resonance of four fourier modes (section 5.3)
  • 26. Fixing the Gap along k − m = 1 −0.4 −0.2 0 0.2 0.4 −0.4 −0.2 0 0.2 0.4 sheet 4 sheet 2 sheet 1 sheet 3 real k realω ε = 0.1, δ = 1.7 zoomed view near Re k = 0 with Riemann surface
  • 27. Fixing the Gap along k − m = 1 −0.4 −0.2 0 0.2 0.4 −0.4 −0.2 0 0.2 0.4 sheet 4 sheet 2 sheet 1 sheet 3 real k realω ε = 0.1, δ = 1.7 −0.4 −0.2 0 0.2 0.4 −0.4 −0.2 0 0.2 0.4 ω− (k,m;0) ω− (k+1,m+1;0)−Ω ω+ (k,m;0) ω+ (k−1,m−1;0)+Ω k−axis ω(k,m) δ = 1.7, ε = 0 continuation algorithm for ω(k, m; = 0.1) starts from = 0 values
  • 28. Fixing the Gap along k − m = 1 −0.4 −0.2 0 0.2 0.4 −0.4 −0.2 0 0.2 0.4 sheet 4 sheet 2 sheet 1 sheet 3 real k realω ε = 0.02, δ = 1.7 −0.4 −0.2 0 0.2 0.4 −0.4 −0.2 0 0.2 0.4 ω− (k,m;0) ω− (k+1,m+1;0)−Ω ω+ (k,m;0) ω+ (k−1,m−1;0)+Ω k−axis ω(k,m) δ = 1.7, ε = 0 continuation algorithm for ω(k, m; = 0.1) starts from = 0 values = 0.02: shows = 0 limit incorrect
  • 29. Fixing the Gap along k − m = 1 −0.4 −0.2 0 0.2 0.4 −0.4 −0.2 0 0.2 0.4 sheet 4 sheet 2 sheet 1 sheet 3 real k realω ε = 0.02, δ = 1.7 −0.4 −0.2 0 0.2 0.4 −0.4 −0.2 0 0.2 0.4 sheet 4 sheet 2 sheet 1 sheet 3 real k realω ε = 0, δ = 1.7 continuation algorithm for ω(k, m; = 0.1) starts from = 0 values = 0.02: suggests redefining = 0 branch values (continuous)
  • 30. Fixing the Gap along k − m = 1 −0.4 −0.2 0 0.2 0.4 −0.4 −0.2 0 0.2 0.4 sheet 4 sheet 2 sheet 1 sheet 3 real k realω ε = 0.06, δ = 1.7 −0.4 −0.2 0 0.2 0.4 −0.4 −0.2 0 0.2 0.4 sheet 4 sheet 2 sheet 1 sheet 3 real k realω ε = 0, δ = 1.7 continuation algorithm for ω(k, m; = 0.1) starts from = 0 values = 0.06: instability bands are about to merge
  • 31. Fixing the Gap along k − m = 1 −0.4 −0.2 0 0.2 0.4 −0.4 −0.2 0 0.2 0.4 sheet 4 sheet 2 sheet 1 sheet 3 real k realω ε = 0.1, δ = 1.7 −0.4 −0.2 0 0.2 0.4 −0.4 −0.2 0 0.2 0.4 sheet 4 sheet 2 sheet 1 sheet 3 real k realω ε = 0, δ = 1.7 continuation algorithm for ω(k, m; = 0.1) starts from = 0 values = 0.1: the gap is fixed
  • 32. Instabilities from Two Primary Sheets stability diagram is a superposition of instabilities from the two primary sheets both primary sheets are continuous in Re ω & Im ω over-counting problem is solved by complex analysis!
  • 33. In Closing: What I Have Learned density-stratified fluid dynamics & internal gravity waves linear stability analysis the Mathieu equation, Floquet theory & Floquet-Fourier computation perturbation analysis (near & away from resonance) understanding the Riemann surface structure & computation
  • 34. Four Sheets: = 0.1 −0.4 −0.2 0 0.2 0.4 −0.4 −0.2 0 0.2 0.4 sheet 4 sheet 2 sheet 1 sheet 3 real k realω ε = 0.1, δ = 1.7 −0.2 −0.1 0 0.1 0.2 −0.1 −0.05 0 0.05 0.1 sheet 1 real k imagk ε = 0.1 −0.2 −0.1 0 0.1 0.2 −0.1 −0.05 0 0.05 0.1 sheet 2 real k imagk ε = 0.1 −0.2 −0.1 0 0.1 0.2 −0.1 −0.05 0 0.05 0.1 sheet 3 real k imagk ε = 0.1 −0.2 −0.1 0 0.1 0.2 −0.1 −0.05 0 0.05 0.1 sheet 4 real k imagk ε = 0.1