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11/09/2016 - PPT Presentation

PHY 711 Fall 2016 Lecture 29 1 PHY 7 11 Classical Mechanics and Mathematical Methods 111150 AM MWF Olin 107 Plan for Lecture 2 9 Chapter 10 in F amp W Surface waves Nonlinear contributions and ID: 602482

phy 2016 711 lecture 2016 phy lecture 711 fall surface linear terms equations equation derivatives order soliton waves velocity

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Slide1

11/09/2016

PHY 711 Fall 2016 -- Lecture 29

1

PHY

7

11 Classical Mechanics and Mathematical Methods

11-11:50 AM MWF Olin 107

Plan for Lecture

2

9:

Chapter 10 in F & W: Surface waves

-- Non-linear contributions and

soliton

solutionsSlide2

11/09/2016

PHY 711 Fall 2016 -- Lecture 29

2Slide3

11/09/2016

PHY 711 Fall 2016 -- Lecture 29

3Slide4

11/09/2016

PHY 711 Fall 2016 -- Lecture 29

4

p

0

h

z

x

z

y

General problem

including

non-

linearities

Surface waves in an incompressible fluidSlide5

11/09/2016

PHY 711 Fall 2016 -- Lecture 29

5

p

0

h

z

x

z

ySlide6

11/09/2016

PHY 711 Fall 2016 -- Lecture 29

6

p

0

h

z

x

z

y

z=0

Non-linear effects in surface waves:Slide7

11/09/2016

PHY 711 Fall 2016 -- Lecture 29

7

Detailed analysis of non-linear surface waves

[Note

that these

derivations

follow

Alexander

L. Fetter and John Dirk

Walecka

,

Theoretical

Mechanics of Particles and

Continua

(

McGraw Hill, 1980),

Chapt

. 10

.]

The surface of the fluid is described by

z=

h+z(x,t

). It is assumed that the fluid is contained in a structure (lake, river, swimming pool, etc.) with a

structureless bottom defined by the z = 0

plane and filled to an equilibrium height of z = h.Slide8

11/09/2016

PHY 711 Fall 2016 -- Lecture 29

8

Defining equations for

F

(

x,z,t

)

and

z

(

x,t

)

Bernoulli equation (assuming

irrotational

flow) and gravitation

potential energySlide9

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PHY 711 Fall 2016 -- Lecture 29

9

Boundary conditions on functions –

Zero velocity at bottom of tank:

Consistent vertical velocity at water surfaceSlide10

11/09/2016

PHY 711 Fall 2016 -- Lecture 29

10

Analysis assuming water height

z

is

small relative to

variations in the direction of wave

motion

(x)

Taylor’s expansion about

z

=

0:

Note that the zero vertical velocity at the bottom ensures that all odd derivatives

vanish

from

the

Taylor expansion . In addition, the Laplace equation allows us to convert all even derivatives with respect to

z

to derivatives with respect to

x

.Slide11

11/09/2016

PHY 711 Fall 2016 -- Lecture 29

11

Check linearized equations and their solutions:

Bernoulli equations --

Using Taylor's expansion results to lowest orderSlide12

11/09/2016

PHY 711 Fall 2016 -- Lecture 29

12

Analysis of non-linear equations --

keeping

the lowest order nonlinear terms and include up

to 4th

order derivatives in the linear terms.

The expressions keep the lowest order nonlinear terms and include up

to 4th

order derivatives in the linear terms

.Slide13

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PHY 711 Fall 2016 -- Lecture 29

13

Note that the wave

“speed”

c

will be consistently determinedSlide14

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PHY 711 Fall 2016 -- Lecture 29

14

Integrating and re-arranging coupled equationsSlide15

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PHY 711 Fall 2016 -- Lecture 29

15

Integrating and re-arranging coupled equations – continued --

Expressing modified surface velocity equation in terms of

h

(u):Slide16

11/09/2016

PHY 711 Fall 2016 -- Lecture 29

16

Solution of the famous

Korteweg

-de

Vries

equation

Modified surface

amplitude

equation in terms

of

h

Soliton

solutionSlide17

11/09/2016

PHY 711 Fall 2016 -- Lecture 29

17Slide18

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PHY 711 Fall 2016 -- Lecture 29

18

Relationship

to “standard”

form

of

Korteweg

-de

Vries

equationSlide19

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PHY 711 Fall 2016 -- Lecture 29

19

More detailsSlide20

11/09/2016

PHY 711 Fall 2016 -- Lecture 29

20Slide21

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PHY 711 Fall 2016 -- Lecture 29

21

Soliton

solution

SummarySlide22

11/09/2016

PHY 711 Fall 2016 -- Lecture 29

22

Some links:

Website –

http://www.ma.hw.ac.uk/solitons/

Photo of canal

soliton

http://www.ma.hw.ac.uk/solitons/