Dec 7, 2000

PHY 711 -- Notes on Hydrodynamics PHY 711 - Notes on Hydrodynamics - ("Solitary Waves"[])

Basic assumptions

We assume that we have in incompressible fluid (r = constant) a velocity potential of the form F(x,z,t). The surface of the fluid is described by h+z(x,t) = z. The fluid is contained in a tank with a structureless bottom (defined by the plane z = 0) and is filled to a vertical height h at equilibrium. These functions satisfy the following conditions.

Poisson equation:

2 F(x,z,t)
x2
+ 2F(x,z,t)
z2
= 0
(1)

Zero vertical velocity at bottom of the tank:

F(x,0,t)
z
= 0
(2)
Bernoulli's equation:
- F(x,z,t)
t
+ 1
2
é
ê
ë
æ
ç
è
F(x,z,t)
x
ö
÷
ø
2

 
+ æ
ç
è
F(x,z,t)
z
ö
÷
ø
2

 
ù
ú
û
+gz(x,t) ú
ú
û


z = h+z 
= 0
(3)
Surface equation:
- F(x,z,t)
z
+ F(x,z,t)
x
z(x,t)
x
- z(x,t)
t
ú
ú
û


z = h+z 
= 0
(4)

In this treatment, we assume seek the form of surface waves traveling along the x- direction and assume that the effective wavelength is much larger than the height of the surface h. This allows us to approximate the z- dependence of F(x,z,t) by means of a Taylor series expansion:

F(x,z,t) » F(x,0,t) + z F
z
(x,0,t) + z2
2
2 F
z2
(x,0,t) + z3
3!
3 F
z3
(x,0,t) + z4
4!
4 F
z4
(x,0,t)¼
(5)

This expansion can be simplified because of the bottom boundary condition (2) which ensures that all odd derivatives [(n F)/( zn)](x,0,t) vanish from the Taylor expansion (5). In addition, the Poisson equation (1) allows us to convert all even derivatives with respect to z to derivatives with respect to x. Therefore, the expansion (5) becomes:

F(x,z,t) » F(x,0,t) - z2
2
2F
x2
(x,0,t) + z4
4!
4F
x4
(x,0,t)¼
(6)

For convenience we define f(x,t) º F(x,0,t). Using Eq. (6), the Bernoulli equation (3) then becomes:

- f
t
+ (h+z)2
2
3 f
t x2
+ 1
2
é
ê
ë
æ
ç
è
f
x
ö
÷
ø
2

 
+ æ
ç
è
(h + z) 2 f
x2
ö
÷
ø
2

 
ù
ú
û
+gz = 0,
(7)
where we have discarded some of the higher order terms. Keeping all terms up to leading order in non-linearity and up to fourth order derivatives in the linear terms, the Bernoulli equation becomes:

- f
t
+ h2
2
3f
t x2
+ 1
2
æ
ç
è
f
x
ö
÷
ø
2

 
+gz = 0.
(8)

Using a similar analysis and approximation, the surface definition equation (4) becomes:


x
æ
ç
è
(h+z(x,t)) f
x
ö
÷
ø
- h3
3!
4 f
x4
- z
t
= 0,
(9)

We would like to solve Eqs. (8-9) for a traveling wave of the form:

f(x,t) = c(x-ct) and z(x,t) = h(x-ct),
(10)
where the speed of the wave c will be determined. Letting u º x-ct, Eqs. (8 and 9) become:
d
d u
æ
ç
è
(h + h(u)) d c(u)
d u
ö
÷
ø
- h3
6
d4 c(u)
d u4
+c d h(u)
d u
= 0,
(11)
and
c d c(u)
d u
- ch2
2
d3 c(u)
d u3
+ 1
2
æ
ç
è
d c(u)
d u
ö
÷
ø
2

 
+ g h(u) = 0.
(12)

The modified surface equation (11) can be integrated once with respect to u, choosing the constant of integration to be zero and giving the new form for the surface condition:

(h+h) c¢- h3
6
c¢¢¢ +ch = 0,
(13)

where we have abreviated derivatives with respect to u with the ``¢" symbol. This equation, and the modified Bernoulli equation (8) are now two coupled non-linear equations. In order to solve them, we use, the modified Bernoulli equation to approximate c¢(u) and its higher derivatives in terms of the surface function h(u). Equation (8) becomes approximately:

c¢ = - g
c
h+ h2
2
c¢¢¢ - 1
2c
(c¢)2 » - g
c
h- h2g
2c
h¢¢ - g2
2c3
h2.
(14)
Using similar approximations, we can eliminate c¢(u) and its higher derivatives from the surface equation (13):
(h+h) æ
ç
è
- g
c
h- h2g
2c
h¢¢ - g2
2c3
h2 ö
÷
ø
+ h3 g
6c
h¢¢ + c h = 0,
(15)

where some terms involving non-linearity of higher than 2 or involving higher order derivatives have been discarded. Collecting the leading terms, we obtain:

æ
ç
è
1 - gh
c2
ö
÷
ø
h- g h3
3 c2
h¢¢ - g
c2
æ
ç
è
1 + gh
2c2
ö
÷
ø
h2 = 0.
(16)

For the second two terms, Fetter and Walecka argue that it is consistent to approximate gh » c2, which reduces (16) to

æ
ç
è
1 - hg
c2
ö
÷
ø
h(u) - h2
3
h¢¢(u) - 3
2h
[ h(u) ]2 = 0.
(17)

Your text shows that a solution to Eq. (17) (corresponding to Eq. 56.30 of the text), with the initial condition h(0) = h0 and h¢(0) = 0, is the solitary wave form:

z(x,t) = h(x-ct) = h0   sech2 æ
ç
ç
ç
è
  æ
 ú
Ö

3h0
h
 
   x-ct
2h
ö
÷
÷
÷
ø
,
(18)
with
c =   æ
 ú
Ö

gh
1-h0/h
 
»   __
Ögh
 
æ
ç
è
1+ h0
2h
ö
÷
ø
.
(19)

The ``standard'' form of the related Korteweg-de Vries equation[] is given in terms of the scaled variables [`t] and [`x] in terms of the function h([`x],[`t]) by

h
_
t
 
+ 6 h h
_
x
 
+ 3 h
_
x
 
3
= 0 ,
(20)
which has a solution
h( _
x
 
, _
t
 
) = b
2
  sech2 é
ê
ê
ê
ë
Ö
b
 

2
( _
x
 
- b _
t
 
) ù
ú
ú
ú
û
.
(21)
This form is related to our results in the following way.
b = 2 h0,            _
x
 
=   æ
 ú
Ö

3
2h
 
x
h
,             and             _
t
 
=   æ
 ú
Ö

3
2h
 
ct
2 h0 h
.
(22)
To show how the reduced equation (17) is related to the Korteweg-de Vries equation, we first take the u derivative to find:
h0
h
h¢ - h2
3
h¢¢¢ - 3
h
hh¢ = 0,
(23)
where we have used the relation
h0
h
= 1 - gh
c2
.
(24)
Then we notice that
h
t
= -c d h
d u
          and          h
x
= d h
d u
,
(25)
so that Eq. (23) can be written:
- h0
ch
h
t
- h2
3
3 h
x3
- 3
h
h h
x
= 0.
(26)
Substituting the transformation (22) into this partial differential equation yields the Korteweg-de Vries equation (20).

References

[]
Alexander L. Fetter and John Dirk Walecka, Theoretical Mechanics of Particles and Continua, (McGraw Hill, 1980), Chapt. 10.
[]
Websites concerning solitons:

UK,
K. Brauer,
Japan


File translated from TEX by TTH, version 2.20.
On 7 Dec 2000, 14:51.