New asymmetric gravity-capillary and flexural waves Jean-Marc - - PDF document
New asymmetric gravity-capillary and flexural waves Jean-Marc - - PDF document
New asymmetric gravity-capillary and flexural waves Jean-Marc Vanden-Broeck University College London ICERM , April 2017 COWORKERS Zhan Wang Tao Gao Paul Milewski Emilian Parau Olga Trichtchenko 1 2 3 4 5 6 inviscid,
COWORKERS Zhan Wang Tao Gao Paul Milewski Emilian Parau Olga Trichtchenko
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- inviscid, incompressible, irrotational
- gravity
- surface tension
- steady
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NON SYMMETRIC WAVES....in two and three dimensions
- Periodic waves
- Solitary waves
- Generalised Solitary waves
flexural waves (thursday.....Olga....). stability
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PART 1 TWO-DIMENSIONAL FLOWS
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FORMULATION GRAVITY-CAPILLARY WAVES φxx + φyy = 0 φy = φxζx
- n
y = ζ(x) 1 2(φ2
x + φ2 y) + gy−T
ρ κ = B
- n
y = ζ(x) φy = 0
- n
y = −h FLEXURAL WAVES D ρ (∂2
s κ + 1
2κ3) T = surface tension, D = flexural rigidity κ = ζxx (1 + ζ2
x)3/2
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PERIODIC and SOLITARY waves Gravity waves
ental educational concepts of linear and non-linear ions of nonlinear equations from the book High-Temperature he Nonlinear Mechanism and Tunneling Measurements (Klu s, Dordrecht, 2002, pages 101-142) is given. There are a few
- tons. For example, there are topological and
- ns. Independently of the topological nature of solitons,
Craig W. and Sternberg P. (1988)
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Gravity-capillary solitary waves
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NUMERICAL METHODS boundary integral equation methods, series trun- cation methods or ANY OTHER METHODS....
- 1. Iterations by using Newton’s method
- 2. Continuation methods
- 3. INITIAL GUESS: bifurcations, symmetry
breaking...
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Dimensioless variables: ( T
ρg)1/2 (reference length),
( T
ρg3)1/2 (reference time)
amplitude: A phase velocity: c energy: E E = 1 2
∞
−∞
η
−∞(φ2 x + φ2 y)dydx + 1
2
∞
−∞ η2dx
+
∞
−∞(
- 1 + η2
x − 1)dx
Boundary integral equation, Newton iterations, continuation
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Gravity capillary solitary waves infinite depth
- 15
1.24 1.26 1.28 1.3 1.32 1.34 1.36 1.38 1.4 1.4142 0.05 0.1 0.15 0.2
(0)
1.395 1.405 −0.8 −0.6 −0.4 −0.2
Speed (0) B (b) C D A E F D C (a)
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1.24 1.26 1.28 1.3 1.32 1.34 1.36 1.38 1.4 1.4142 1 2 3 4 5 6
Speed Energy (c)
1.24 1.26 1.28 1.3 1.32 1.34 1.36 1.38 1.4 1.4142 0.05 0.1 0.15 0.2
(0)
1.395 1.405 −0.8 −0.6 −0.4 −0.2
Speed (0) B (b) C D A E F D C (a)
Zufiria (1987), Buffoni, Champneys and Toland (1996), Yang and Akylas (1997), Champneys and Groves (1997).......
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1.38 1.385 1.39 1.395 1.4 1.405 1.41 0.5 0.6 0.7 0.8 0.9 1 1.1 1.2 1.3 1.4
C
- D
- A
B
- Speed
Energy
1.37875 1.37879 1.405 1.4065 1.408 0.5 0.54 0.58 0.62 0.66
C
- D
- A
- B
- (a)
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1.375 1.38 1.385 1.39 1.395 1.4 1.405 1.41 0.4 0.5 0.6 0.7 0.8 0.9 1 1.1 1.2 1.3 1.4
5
- 6
- 3
- 4
- 1
2
- 1.3787
1.3788 1.3845 1.3855
5
- 6
- 1.405
1.406 1.407 1.408 1.409 0.5 0.55 0.6 0.65
3
- 4
- 1
- 2
- (a)
−0.2 −0.15 −0.1 −0.05 0.05 0.1 0.15 −40 −20 20 40 60 80 −0.25 −0.2 −0.15 −0.1 −0.05 0.05 0.1
(b)
−0.2 −0.15 −0.1 −0.05 0.05 0.1 0.15 −80 −60 −40 −20 20 40 60 80 −0.25 −0.2 −0.15 −0.1 −0.05 0.05 0.1 0.15
(c)
−0.3 −0.2 −0.1 0.1 0.2 −80 −60 −40 −20 20 40 60 −0.3 −0.2 −0.1 0.1 0.2
(d)
−0.15 −0.1 −0.05 0.05 0.1 0.15 −100 −80 −60 −40 −20 20 40 60 80 100 −0.2 −0.15 −0.1 −0.05 0.05 0.1
(e)
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1.24 1.26 1.28 1.3 1.32 1.34 1.36 1.38 1.4 1.4142 0.05 0.1 0.15 0.2
(0)
1.395 1.405 −0.8 −0.6 −0.4 −0.2
Speed (0) B (b) C D A E F D C (a)
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1.24 1.26 1.28 1.3 1.32 1.34 1.36 1.38 1.4 1.42 1 2 3 4 5 6 7 8 9 10
3 4
- 5
6
- 1
- 2
- Speed
Energy
1.258 1.261
5
- 6
- 1.332
1.342
3
- 4
- 1.398
1.402 1.406 0.9 1.1 1.3 1.5
1
- 2
- (a)
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1.24 1.26 1.28 1.3 1.32 1.34 1.36 1.38 1.4 1.42 1 2 3 4 5 6 7 8 9 10
C D
- E
F
- A
- B
- Speed
Energy
1.258 1.261
E
- F
- 1.332
1.342
C
- D
- 1.398
1.402 1.406 0.9 1.1 1.3 1.5
A
- B
- (a)
−0.4 −0.3 −0.2 −0.1 0.1 0.2 −40 −20 20 40 60 −0.5 −0.4 −0.3 −0.2 −0.1 0.1 0.2
(b)
−0.5 −0.4 −0.3 −0.2 −0.1 0.1 0.2 −60 −40 −20 20 40 60 −0.5 −0.4 −0.3 −0.2 −0.1 0.1 0.2
(c)
−0.7 −0.6 −0.5 −0.4 −0.3 −0.2 −0.1 0.1 0.2 −25 −20 −15 −10 −5 5 10 15 20 25 30 −0.8 −0.7 −0.6 −0.5 −0.4 −0.3 −0.2 −0.1 0.1 0.2
(d) P Q
−0.2 −0.15 −0.1 −0.05 0.05 0.1 0.15 −80 −60 −40 −20 20 40 60 80 −0.25 −0.2 −0.15 −0.1 −0.05 0.05 0.1 0.15
(e)
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HYDROELASTIC WAVES Tao Gao, Zhan Wang
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−150 −100 −50 50 100 150 −1 −0.8 −0.6 −0.4 −0.2 0.2 0.4 0.6 0.8
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GENERALISED SOLITARY WAVES
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Clamond et al, Journal of Fluid Mechanics (2015) 784, pp 664-680
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Wang Z., Parau E.I. , Milewski P.A. and Vdb (2014) Proc. Roy. Soc. A 470
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- 0.2
(1)
- 40
40
- 0.2
(2)
- 0.2
(1†)
- 40
40
- 0.2
(2†)
- 0.2
(1‡)
- 40
40
- 0.2
(2‡) 30
Non-symmetric PERIODIC gravity-capillary waves Tao Gao and Zhan Wang Zufiria (1987) Shimizu ans Shoji (2012)
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Symmetric waves
- 1.5
- 1
- 0.5
0.5 1 2 4 6 8 10 12 14 16 18 20
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Non-symmetric waves
- 7
- 6
- 5
- 4
- 3
- 2
- 1
- 0.16
- 0.14
- 0.12
- 0.1
- 0.08
- 0.06
- 0.04
- 0.02
0.02
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Non-symmetric waves
- 6
- 5
- 4
- 3
- 2
- 1
- 0.2
- 0.1
0.1 0.2 0.3 0.4 0.5 34
Non-symmetric waves
- 7
- 6
- 5
- 4
- 3
- 2
- 1
- 0.15
- 0.1
- 0.05
0.05 0.1 0.15 0.2 0.25
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Non-symmetric waves
- 6
- 5
- 4
- 3
- 2
- 1
0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.4 36
0.04 0.06 0.08 0.1 0.12 0.14 0.16
b6
0.07 0.08 0.09 0.1 0.11 0.12 0.13 0.14
q
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THREE-DIMENSIONAL FLOWS Use Green’s theorem instead of Cauchy inte- gral equation formula. Emilian Parau, Mark Cooker, VdB Olga Trichtchenko, Paul Milewski, Emilian Pa- rau, VdB
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−30 −20 −10 10 20 30 −40 −20 20 40 −1.5 −1 −0.5 0.5
z y x
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−30 −20 −10 10 20 30 10 20 30 40 −1.5 −1 −0.5 0.5
x y z
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−30 −20 −10 10 20 30 10 20 30 40 −1.5 −1 −0.5 0.5
x y z
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NON-SYMMETRIC 3D WAVES Model: Akers and Milewski (2009) ut + √ 2 2 ux − √ 2 4 H[u − uxx − 2uyy] + α(u2)x = 0 Zhan Wang
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Three dimensional flexural waves Olga....
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Conclusions New non-symmetric gravity-capillary waves for the Euler’s equations in 2D (solitary waves) New non-symmetric flexural waves for the Eu- ler’s equations in 2D (solitary waves) New non-symmetric gravity-capillary waves for a model in 3D (solitary waves) New non-symmetric generalised solitary waves in 2D New non-symmetric periodic gravity-capillary waves in 2D
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References
- 1. Wang Z. , Vanden-Broeck J.-M. and Milewski,
PA., 2014, J. Fluid Mech. 759, R2
- 2. Gao T., Wang Z. and Vanden-Broeck J.-
M., 2016, J. Fluid Mech. 788, 469-491
- 3. Gao T., Wang Z. and Vanden-Broeck J.-
- M. 2016, Proc.
Roy,. Soc. A 472, No. 2194, p. 20160454
- 4. Gao T., Wang Z. and Vanden-Broeck J.-
- M. 2016, J. Fluid Mech. 811, 622-641
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