Mathematical Models of the Evolution of Surface Waves on...
Transcript of Mathematical Models of the Evolution of Surface Waves on...
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Mathematical Models of the Evolution ofSurface Waves on Deep Water
Crystal Lee
University of Washington
May 15, 2008
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
1 Derivation of 1D NLS
2 Numerical Solutions of 2D NLS
3 Solitary Waves
4 Perturbed Solitary Wave
5 Unperturbed vs Perturbed Solitary Wave
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Derivation of 1D NLSGoverning Equations
z
x
Φzz+∆2Φxx = 0
z = 0
z = 1+¶Ζ
φzz + δ2φxx = 0 on 0 < z < 1 + εζ
φz = δ2(ζt + εφxζx) on z = 1 + εζ
φt + ζ+ε
2
( 1
δ2φ2
z + φ2x
)=
T ζxx
(1 + ζ2x )3/2
on z = 1 + εζ
φz = 0 on z = 0
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Derivation of 1D NLS
Introduce the transformation
ξ = x − cp(k)t η = ε(x − cg (k)t) τ = ε2t
k =2π
λ
Look for an asymptotic solution of the form
φ ∼∞∑
n=0
εnφn(ξ, η, τ, z) ζ ∼∞∑
n=0
εnζn(ξ, η, τ)
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Derivation of 1D NLS
Solution takes the form
φ0 = f0(η, τ) + F0(z , η, τ)e ikξ + F ∗0 (z , η, τ)e−ikξ
ζ0 = A0(η, τ)e ikξ + A∗0(η, τ)e−ikξ
and
φn =n+1∑
m=0
Fnm(z , η, τ)e ikmξ + F ∗nm(z , η, τ)e−ikmξ
ζn =n+1∑
m=0
Anm(η, τ)e ikmξ + A∗nm(η, τ)e−ikmξ.
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Derivation of 1D NLS
Finally,−2ikcpAτ + αAηη + β|A|2A = 0,
whereα = c2
g − (1− δktanh δk)sech2δk
and
β =k2
c2p
(1
2(1 + 9coth2δk − 13sech2δk − 2tanh4δk)
− (2cp + cg sech2δk)2(1− c2g )−1
)
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Numerical Solutions of 2D NLS
Determine the numerical solution to
iuτ + αuξξ + βuηη + γ|u|2u = 0
with ICu(ξ, η, 0) = f (ξ, η)
and periodic BCs in ξ and η on [0, L].
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Numerical Solutions of 2D NLSPDE
iuτ + αuξξ + βuηη + γ|u|2u = 0
u = u(ξ, η, τ) = uR(ξ, η, τ) + iuI (ξ, η, τ)
Re: − uIτ + αuRξξ+ βuRηη + γu3
R + γu2I uR = 0
Im: uRτ + αuIξξ+ βuIηη + γuIu
2R + γu3
I = 0
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Numerical Solutions of 2D NLSIC
u(ξ, η, 0) = f (ξ, η)
u(ξ, η, 0) = uR(ξ, η, 0) + iuI (ξ, η, 0)
Re: uR(ξ, η, 0) = Re(f (ξ, η))
Im: uI (ξ, η, 0) = Im(f (ξ, η))
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Numerical Solutions of 2D NLSBCs
u(0, η, τ) = u(L, η, τ)
u(ξ, 0, τ) = u(ξ, L, τ)
Re: uR(0, η, τ) = uR(L, η, τ)
uR(ξ, 0, τ) = uR(ξ, L, τ)
Im: uI (0, η, τ) = uI (L, η, τ)
uI (ξ, 0, τ) = uI (ξ, L, τ)
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Numerical Solutions of 2D NLSCOV
Letτ = ε2
√gkt
ξ = εk(x − g + 3k2T
2√
gk + k3Tt)
η =εky
b.
Then, the surface displacement is given by
ζ(x , y , t) =−2ε
√gk
k√
k(g + k2T )
(uR(ξ, η, τ)sin(kx −
√k(g + k2T )t)
+ uI (ξ, η, τ)cos(kx −√
k(g + k2T )t))
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Solitary Waves
A soliton solution of the 1D NLS equation is given by
u(ξ, τ) = ±√
2α
γsech(ξ)e iατ .
-10 -5 5 10
0.2
0.4
0.6
0.8
1sechHΞL
-10 -5 5 10Ξ
-1
-0.5
0.5
1
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Solitary WavesSolitary Wave IC
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Solitary WavesSolitary Wave IC
0 50 100 150 200 250 3000
25
50
75
100
125
150
175
x cm
y cm t=5sec
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Solitary WavesSolitary Wave IC
-3 -2 -1 1 2 3t sec
-0.2
-0.1
0.1
0.2
0.3
x=0 cm y=22.86 cmΖHx,y,tL
2 4 6 8 10t sec
-0.2
-0.1
0.1
0.2
ΖHx,y,tL x=150 cm y=22.86 cm
11 12 13 14 15 16 17t sec
-0.2
-0.1
0.1
0.2
ΖHx,y,tL x=300 cm y=22.86 cm
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Solitary WavesSolitary Wave IC
-3 -2 -1 1 2 3t sec
-0.2
-0.1
0.1
0.2
0.3
x=0 cm y=32.107 cmΖHx,y,tL
2 4 6 8 10t sec
-0.2
-0.1
0.1
0.2
ΖHx,y,tL x=150 cm y=32.107 cm
11 12 13 14 15 16 17t sec
-0.2
-0.1
0.1
0.2
ΖHx,y,tL x=300 cm y=32.107 cm
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Solitary WavesSolitary Wave IC
-3 -2 -1 1 2 3t sec
-0.2
-0.1
0.1
0.2
0.3
x=0 cm y=34.29 cmΖHx,y,tL
2 4 6 8 10t sec
-0.2
-0.1
0.1
0.2
ΖHx,y,tL x=150 cm y=34.29 cm
11 12 13 14 15 16 17t sec
-0.2
-0.1
0.1
0.2
ΖHx,y,tL x=300 cm y=34.29 cm
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Solitary WavesSolitary Wave IC
-3 -2 -1 1 2 3t sec
-0.2
-0.1
0.1
0.2
0.3
x=0 cm y=36.473 cmΖHx,y,tL
2 4 6 8 10t sec
-0.2
-0.1
0.1
0.2
ΖHx,y,tL x=150 cm y=36.473 cm
11 12 13 14 15 16 17t sec
-0.2
-0.1
0.1
0.2
ΖHx,y,tL x=300 cm y=36.473 cm
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Perturbed Solitary Wave
-10 -5 5 10Ξ
-3-2-1
123
Re@UHΞLD,Im@UHΞLD-10 -5 5 10
Ξ
-4
-2
2
4
Re@VHΞLD,Im@VHΞLD
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Perturbed Solitary Wave
Consider the following IC.
pertsoln(ξ, η, 0, eps) =
r2α
γsech ξ
+ eps((<[U(ξ)] + i=[U(ξ)])e iρ(η−π2
) + (<[U(ξ)]− i=[U(ξ)])e−iρ(η−π2
))
+ ieps((<[V (ξ)] + i=[V (ξ)])e iρ(η−π2
) + (<[V (ξ)]− i=[V (ξ)])e−iρ(η−π2
))
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Perturbed Solitary Wave
Re@pertsolnD
-10-5
05
10
x
-10
-5
0
5
10
y
-5
0
5
-10-5
05
10
x
Im@pertsolnD
-10-5
05
10
x
-10
-5
0
5
10
y
-50
5
-10-5
05
10
x
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Perturbed Solitary Wave
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Perturbed Solitary Wave
0 50 100 150 200 250 3000
25
50
75
100
125
150
175
x cm
y cm t=4.6sec
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Perturbed Solitary Wave
-3 -2 -1 1 2 3t sec
-0.2
-0.1
0.1
0.2
0.3
x=0 cm y=22.86 cmΖHx,y,tL
2 4 6 8 10t sec
-0.2
-0.1
0.1
0.2
ΖHx,y,tL x=150 cm y=22.86 cm
11 12 13 14 15 16 17t sec
-0.2
-0.1
0.1
0.2
ΖHx,y,tL x=300 cm y=22.86 cm
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Perturbed Solitary Wave
-3 -2 -1 1 2 3t sec
-0.2
-0.1
0.1
0.2
0.3
x=0 cm y=32.107 cmΖHx,y,tL
2 4 6 8 10t sec
-0.2
-0.1
0.1
0.2
ΖHx,y,tL x=150 cm y=32.107 cm
11 12 13 14 15 16 17t sec
-0.2
-0.1
0.1
0.2
ΖHx,y,tL x=300 cm y=32.107 cm
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Perturbed Solitary Wave
-3 -2 -1 1 2 3t sec
-0.2
-0.1
0.1
0.2
0.3
x=0 cm y=34.29 cmΖHx,y,tL
2 4 6 8 10t sec
-0.2
-0.1
0.1
0.2
ΖHx,y,tL x=150 cm y=34.29 cm
11 12 13 14 15 16 17t sec
-0.2
-0.1
0.1
0.2
ΖHx,y,tL x=300 cm y=34.29 cm
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Perturbed Solitary Wave
-3 -2 -1 1 2 3t sec
-0.2
-0.1
0.1
0.2
0.3
x=0 cm y=36.473 cmΖHx,y,tL
2 4 6 8 10t sec
-0.2
-0.1
0.1
0.2
ΖHx,y,tL x=150 cm y=36.473 cm
11 12 13 14 15 16 17t sec
-0.2
-0.1
0.1
0.2
ΖHx,y,tL x=300 cm y=36.473 cm
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Unperturbed vs Perturbed Solitary Wave
At x = 0 cm, y = 22.86 cm,
-3 -2 -1 1 2 3t sec
-0.02
-0.01
0.01
0.02
0.03
x=0 cm y=22.86 cmΖ-Ζ0
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Unperturbed vs Perturbed Solitary Wave
At x = 300 cm, y = 22.86 cm,
11 12 13 14 15 16 17t sec
-0.02
-0.01
0.01
0.02
Ζ-Ζ0 x=300 cm y=22.86 cm
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Unperturbed vs Perturbed Solitary Wave
At x = 0 cm, y = 34.29 cm,
-3 -2 -1 1 2 3t sec
-0.00002
0.00002
0.00004
x=0 cm y=34.29 cmΖ-Ζ0Ζ-Ζ0
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Unperturbed vs Perturbed Solitary Wave
At x = 300 cm, y = 34.29 cm,
11 12 13 14 15 16 17t sec
-0.02
-0.01
0.01
0.02
Ζ-Ζ0 x=300 cm y=34.29 cm
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
Results
The soliton solution is not stable with respect to theperturbation.
MathematicalModels of theEvolution of
Surface Waveson DeepWater
Crystal Lee
Derivation of1D NLS
NumericalSolutions of2D NLS
Solitary Waves
PerturbedSolitary Wave
Unperturbedvs PerturbedSolitary Wave
References
Ablowitz, Mark and Segur, Harvey. Solitons and theInverse Scattering Transform. Philadelphia: SIAMPublishing, 1981.
Byrd, P.F. and Friedman, M.D. Handbook of EllipticIntegrals for Engineers and Scientists, Second Edition.New York: Springer-Verlag, 1971
Dr. John Carter, Department of Mathematics, SeattleUniversity.
Johnson, R.S. A Modern Introduction to theMathematical Theory of Water Waves. Cambridge:Cambridge University Press, 1997.