1. Basic Wave Theory Review
Graham Warren
Bureau of Meteorology
Australia
2. 17 June, 2003 2
Why Forecast Waves?
•SOLAS
•Shore
Protection
•Surf
•Oil and gas
exploration
3. 17 June, 2003 3
Workshop on Wind Wave and Storm
Surge Analysis and Forecasting for
Carribean Countries
Wave Characteristics
• Some simple definitions
• Dispersion relation
• Deep water waves
• Wave Spectrum
4. 17 June, 2003 4
Workshop on Wind Wave and Storm
Surge Analysis and Forecasting for
Carribean Countries
Definitions
• Wind (or sea) waves - generated by the local
prevailing wind
• Swell waves - the regular longer period waves that
were generated by the winds of distant weather
systems. There may be several sets of swell waves
travelling in different directions, causing a
confused sea state.
• Sea state is the combination of wind waves and
swell.
5. 17 June, 2003 5
Workshop on Wind Wave and Storm
Surge Analysis and Forecasting for
Carribean Countries
Properties of Waves
• Wavelength (metres)
• Height H (=2x amplitude) (metres)
• Period T (seconds)
• Phase velocity c
= c T
6. 17 June, 2003 6
Workshop on Wind Wave and Storm
Surge Analysis and Forecasting for
Carribean Countries
Total wave height
• Height of the wind waves = Hw
• Height of Swell waves = Hsw
• Total wave height = (Hw
2 + Hsw
2)1/2
7. 17 June, 2003 7
Workshop on Wind Wave and Storm
Surge Analysis and Forecasting for
Carribean Countries
Dispersion
• Dispersion is the variation of wave speed
with wavelength
• Define
• Dispersion relation is
– deep water:
– shallow water:
/
2
;
/
2
k
T
)
tanh(
2
kd
gk
gk
2
d
gk2
2
8. 17 June, 2003 8
Workshop on Wind Wave and Storm
Surge Analysis and Forecasting for
Carribean Countries
Group Velocity
• Phase velocity is the speed at which a particular
phase of the wave propagates
• Group velocity
– Velocity at which a group of waves travel
– Velocity of propagation of wave energy
k
cg
/
9. 17 June, 2003 9
Workshop on Wind Wave and Storm
Surge Analysis and Forecasting for
Carribean Countries
Deep Water Waves
• Applies when depth of water > /4
• c2k2=gk
• Phase Velocity : c = g/=gT /2
• = cT = gT2/2 = 1.56T2 m (T in secs)
• c=1.56T (m/sec)
• Group velocity: cg= gT /4 = c/2 = 0.78 T m/sec
• Thus: Longer waves travel faster
10. 17 June, 2003 10
Workshop on Wind Wave and Storm
Surge Analysis and Forecasting for
Carribean Countries
The Wave Spectrum
)
sin( 0
1
0 j
n
j
j t
j
a
Fourier Analysis of wave trains:
Variance of the wave record is
obtained by averaging the
squares of the deviations of
each of the wave components
from the mean - gives wave
spectrum (Energy spectrum) Frequency
E
11. 17 June, 2003 11
Workshop on Wind Wave and Storm
Surge Analysis and Forecasting for
Carribean Countries
Wave Growth
• Basic concepts
• Manual forecasting techniques
• Changing Wind
• Swell Forecasting
12. 17 June, 2003 12
Workshop on Wind Wave and Storm
Surge Analysis and Forecasting for
Carribean Countries
Wave Heights, Wind and Fetch
• Energy from the wind is transferred to
waves
• Waves lose energy
– Whitecapping
– Interaction with sea floor etc
• The greater the wind speed, the higher
the waves
• The longer the duration of the wind, the
higher the waves
• The greater the distance over which the
wind blows (the FETCH) the higher the
waves.
Wave height
depends on a
balance
between
energy in and
energy out
13. 17 June, 2003 13
Workshop on Wind Wave and Storm
Surge Analysis and Forecasting for
Carribean Countries
Wind Wave Growth
• Growth usually explained by shear flow
instability
– Airflow sucks at crests and pushes on troughs
• Rate of growth is exponential as it depends
on the existing sea state and wave age
• Empirical formulae have been derived from
large data set
– Curves developed for manual forecasting
14. 14
Characteristic Height and Period of Deep
Water Waves
• Empirical Studies show:
)
(
)
( 2
2
2
u
gX
h
g
u
u
gt
h
g
u
H x
t
c
)
(
)
( 2
u
gX
p
g
u
u
gt
p
g
u
T x
t
c
ht, hx, pt and px are dimensionless functions.
They all tend to a limit as the parameter (gt/u or
gX/u2) increases to ~ 105
t = duration of
wind
X=fetch
u = wind speed
g = 9.8m/s2
Duration limited Fetch limited
15. 15
Wave Height and Period
hx()
ht()
px() pt()
= gt/u
or gX/u2
)
(
2
h
g
u
Hc
)
(
p
g
u
Tc
16. 17 June, 2003 16
Workshop on Wind Wave and Storm
Surge Analysis and Forecasting for
Carribean Countries
Wave Height and Period for General
Conditions
• Need to take the fetch and duration (time for
which the wind is blowing) into account
• Can use the general curves based on non-
dimensional parameters
– simple diagram, “complicated” calculation
• OR use a more complicated set of curves
– Complicated diagram, no calculation
• May need to take into account varying wind
conditions (changes in direction and/or speed)
17. 17
Manual Wave Forecasting Diagram
(Gröen and Dorrestein, 1976
Need fetch
>80km
2.8m
5.8s
Fetch=25km
1.8m 4s
18. 17 June, 2003 18
Workshop on Wind Wave and Storm
Surge Analysis and Forecasting for
Carribean Countries
Range of Wave Heights and
Periods
• Wave heights can range from 0 to 2Hc
– The factor of 2 relates to the maximum wave
likely to be observed in a period of a few hours,
not the absolute maximum possible. The value
depends only weakly on the length of time.
• Most waves have periods in the range 0.5Tc
to 1.5Tc
– Important when forecasting swell
19. 17 June, 2003 19
Workshop on Wind Wave and Storm
Surge Analysis and Forecasting for
Carribean Countries
Wave Heights with Changing Wind
Conditions
1. Change in wind direction
• If wind direction changes by < 30°, calculate
waves conditions as if no change in direction has
occurred
• If wind direction changes by > 30°, treat existing
waves as swell waves, and start calculation for
new wind direction from scratch.
• As a rule of thumb, swell will decrease in height
by 25% over period of 12 hours
20. 17 June, 2003 20
Workshop on Wind Wave and Storm
Surge Analysis and Forecasting for
Carribean Countries
Wave Heights with Changing Wind
Conditions
2. Increasing wind speed (direction change <30°)
• New wind speed is V2
• Take wave height at time of increase = H1
• Calculate the duration required to achieve H1
given the new wind speed (=T1)
• If the new speed lasts for time T2, calculate wave
conditions assuming duration = T1 + T2 and speed
= V2.
21. 17 June, 2003 21
Workshop on Wind Wave and Storm
Surge Analysis and Forecasting for
Carribean Countries
Example of Increasing Wind
• An 8 m/s wind has blown for 6 hours, fetch
100km
• The wind gradually increases to 16m/s over
a 6 hour period.
• Estimate Hc and Tc at the end of the period
– For a quick calculation, when wind speed
increase is gradual from v1 to v2 over a period,
use speed = v2 – (v2-v1)/4 as the speed in the
calculation.
22. Wave Heights with Changing Wind
Conditions
3. Slackening wind speed
• When wind drops below speed needed to
maintain height of existing waves*, the
waves turn into swell.
• As a first approximation, swell height may
be reduced by 25% every 12 hours.
* The minimum wind speed that will produce the
existing wave height at the specified fetch
23. 23
Swell Forecasting
• For distant storms, regard the source of the
swell as a point
– For nearby storms the situation is more
complicated
• Questions:
– When will the swell arrive?
– Which wavelengths are involved?
– What is the height of the swell?
Here we develop some simple, first
approximations
24. 24
Swell Length and Arrival Time
• Longest wavelengths travel fastest, so they arrive
first
• Range of periods is T~ 0.5Tc to 1.5Tc
– Other periods exist, but the energy in them is small
– = 1.56T2 m (T in secs)
• Speed is 1.515 T knots (T in secs)
– Longest waves arrive after time:
Time ~ distance (NM)/(1.5*1.5Tc) hrs
– Shortest waves take 3 times as long to arrive.
•Eg: Tc=6secs, distance = 600 nm, min time = 44 hours
maximum swell length = 126m
25. 17 June, 2003 25
Workshop on Wind Wave and Storm
Surge Analysis and Forecasting for
Carribean Countries
Swell Height
• Height of swell depends on
– Height of waves in source region, and extent of source
region
– Speed dispersion (longer waves and shorter waves have
different speeds – don’t arrive together)
– Angular spreading of the waves (height decreases with
distance as wave energy spreads over larger areas)
– Angle between wind direction and direction to storm
26. 26
Angular Spreading of Swell from a Storm
Extent of storm
Wind direction in storm
Swell calculated here
Factor =0.15
Distance to storm/extent of storm
% spreading
factor for
energy
Take square
root for
swell height
Eg: Swell =
0.15 * Hc
27. 17 June, 2003 27
Workshop on Wind Wave and Storm
Surge Analysis and Forecasting for
Carribean Countries
Wave Measurements
• Visual observations
• Instruments for measuring waves
– Buoys
– Sub-surface pressure sensors
– Laser
• Remote sensing
– Radar Altimeter
– Synthetic Aperture Radar
28. 17 June, 2003 28
Workshop on Wind Wave and Storm
Surge Analysis and Forecasting for
Carribean Countries
Visual Observations
• Guide only as visual observations are not
generally reliable
• Observations of height tend to approximate
to the significant wave height
29. 17 June, 2003 29
Workshop on Wind Wave and Storm
Surge Analysis and Forecasting for
Carribean Countries
Instruments
• Wave buoys
– Vertical acceleration measured – can be
converted to wave height
• Wave staff
– Attached to platforms – wave height measured
by change in resistance or capacitance of the
wave staff
30. 17 June, 2003 30
Workshop on Wind Wave and Storm
Surge Analysis and Forecasting for
Carribean Countries
Instruments (2)
• Pressure sensors
– Mounted from platforms below surface –
change in pressure is measure of wave height
• Laser
– Attached to platforms – pointing downward
31. 17 June, 2003 31
Workshop on Wind Wave and Storm
Surge Analysis and Forecasting for
Carribean Countries
Remote Sensing
Waves from ERS-2 Radar Altimeter
32. 17 June, 2003 32
Workshop on Wind Wave and Storm
Surge Analysis and Forecasting for
Carribean Countries
Remote Sensing (2)
• Synthetic Aperture Radar
– Successive radar observations made along
satellite track
– Optical or digital processing produces high
grade imaging of the longer waves
– Wave directional spectrum (with 180o
ambiguity) obtained by analysis of image
33. 17 June, 2003 33
Workshop on Wind Wave and Storm
Surge Analysis and Forecasting for
Carribean Countries
Finally….
• The accuracy of any wave forecast is
dependant on the accuracy of the
wind forecast.