OCEANOGRAPHY 799
becomes: v 2 gk. The wave characteristics (e.g., wavelength,
phase speed, etc.) are therefore independent of depth.
For very shallow (long) waves, we have (kh) much less
than one, so that tanh(kh) goes to (kh) and the dispersion
relation becomes: v 2 gk^2 h. The wave characteristics are
now strongly dependent on water depth. A further observa-
tion is that shallow water waves all move at the same phase
speed, C (gh) 1/2.
The two-dimensional fluid motion beneath a surface
wave can be described by the following relations:
U
agk cosh k(z h)
cosh(kh)
cos(kx t),
W
agk sinh k(z h)
c
v
v
v oosh(kh)
sin(kxvt),
where U and W are the horizontal and vertical components,
respectively, of the water motion; z is the vertical position of
interest, decreasing from z 0 at the surface to z h at
the bottom; and a is the wave amplitude, measured from the
equilibrium, or still water level, to the wave crest.
Note that the wave-induced water velocities, U and W,
are 90 out of phase, indicating that the fluid particle trajec-
tories beneath surface waves are elliptical in shape. Since the
value of sinh k(z h) decreases to zero while cosh k(z h)
decreases to unity as one approaches the bottom (z h),
the fluid motion becomes more and more horizontal with
depth. Theoretically, at the bottom the wave-induced motion
is purely horizontal.
Once again, if we examine the limits of shallow water
and deep water waves, we can make some interesting obser-
vations. In the case of deep water (short) waves, we have very
large (kh), and, noting that sinh(x) cosh(x) for large x, the
particle trajectories are circular in shape. For shallow water,
or long waves, we have very small (kh) so that the vertical
velocity, W, is much smaller than the horizontal velocity, U,
and the particle motions are almost exclusively horizontal.
We should caution that the equations noted here are
derived from the linear form of the Navier-Stokes equations.
That is, the non-linear, or convective acceleration terms have
been assumed very small. This assumption is satisfied when
the ratio of the wave height, H 2a, to the wavelength, L,
is very small: H/L << 1, or in physical terms, when the wave
steepness is very small. For this reason, the equations listed
here constitute a description of “linear,” or “small ampli-
tude” water waves. It follows that in regions where the wave
steepness is relatively large (in the breaking wave zone, for
example) our theory loses some of its accuracy, and one
should be careful in its application. A classic treatment of
the derivation of the governing equations for both linear and
non-linear water waves can be found in Whitham (1974).
TIDES
Ocean tides can be described as the periodic rise and fall of
the ocean surface. The forcing responsible for this motion is
the gravitational attraction of the moon, sun and (to a much
lesser extent) the other planets. Because of its close proxim-
ity to the earth, however, the moon plays the dominant role
in tidal forcing.
A simple explanation for the generation of tides can be
obtained from an examination of the earth-moon system. We
know that the attractive force due to gravity is inversely pro-
portional to the square of the separation distance between two
bodies: F 1/d^2. For this reason, the ocean surface closest to,
or facing the moon experiences a much higher attractive force
than does the ocean surface on the opposite side of the earth.
The water surface on the opposite side of the earth. The water
surface facing the moon is therefore “pulled” toward the moon.
At the same time, the attractive force of the moon “pulls” the
entire earth from under the ocean surface on the opposite side
of the earth. The net result, therefore, is an increase in water
surface elevation on both the side of the earth facing the moon
and the side opposite. Two peak tides are therefore created at
the same time on opposite sides of the earth. Since the earth
rotates once in 24 hours, we expect two high tides and two
low tides each day. However, the cycle, or lunar day is actually
approximately 24 hours, 50 minutes, so that each day the high
and low tides occur approximately 50 minutes later.
Of course, the above description of the generation of
ocean tides is rather simplistic. In actuality, we have the
h
Rigid form
H
L
C
x
FIGURE 6 Definition sketch-surface water characteristics.
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