Synthetic aperture radar (SAR) imaging of ocean waves involves both the geometry and the kinematics of the sea surface. However, the traditional linear wave theory fails to describe steep waves, which are likely to bring about specular reflection of the radar beam, and it may overestimate the surface fluid velocity that causes the so-called velocity bunching effect. Recently, the interest for a Lagrangian description of ocean gravity waves has increased. Such an approach considers the motion of individual labeled fluid particles and the free surface elevation is derived from the surface particles positions. The first order regular solution to the Lagrangian equations of motion for an inviscid and incompressible fluid is the so-called Gerstner wave. It shows realistic features such as sharper crests and broader troughs as the wave steepness increases. This paper proposes a second order irregular solution to these equations. The general features of the first and second order waves are described, and some statistical properties of various surface parameters such as the orbital velocity, slope, and mean curvature are studied.

1.
Chapron
,
B.
,
Johnsen
,
H.
, and
Garello
,
R.
, 2001, “
Wave and Wind Retrieval from SAR Images of the Ocean
,”
Ann. Telecommun.
0003-4347,
56
(
11–12
),
682
699
.
2.
Elfouhaily
,
T.
,
Guignard
,
S.
,
Awadallah
,
R.
, and
Thompson
,
D. R.
, 2003, “
Local and Non-Local Curvature Approximation: A New Asymptotic Theory for Wave Scattering
,”
Waves Random Media
0959-7174,
13
(
4
),
321
337
.
3.
Pierson
,
W. J.
, 1961, “
Models of Random Seas Based on the Lagrangian Equations of Motion
,”
Office of Naval Research
, Technical Report No. Nor-285(03), April 1961.
4.
Skjelbreia
,
J. E.
,
Berek
,
G.
,
Bolen
,
Z. K.
,
Gudmestad
,
O. T.
,
Heideman
,
J. C.
,
Ohmart
,
R. D.
,
Spidsø
,
N.
, and
Tørum
,
A.
, 1991, “
Wave Kinematics in Irregular Waves
,”
Proceedings of the 10th International Conference on Offshore Mechanics and Arctic Engineering
,
American Society of Mechanical Engineering
,
New York
, 1991.
5.
Lagrange
,
J. L.
, 1788, “
Mécanique Analytique
Jacques Gabay
,
Editions Jacques Gabay
,
Paris
, Reprint 1989.
6.
Gerstner
,
F. J. v.
, 1809, “
Theorie der Wellen
,”
Ann. Phys.
0003-3804,
32
,
412
440
.
7.
Miche
,
M.
, 1944, “
Mouvements ondulatoires de la meren profondeur constante ou décroissante. Forme limite de la houle lors de son déferlement. Application aux digues marines
,”
Ann. Ponts Chaussees
0003-4304,
114
,
25
78
.
8.
Pierson
,
W. J.
, 1962, “
Perturbation Analysis of the Navier-Stokes Equations in Lagrangian Form with Selected Linear Solutions
,”
J. Geophys. Res.
0148-0227,
67
(
8
),
3151
3160
.
9.
Chang
,
M.-S.
, 1969, “
Mass Transport in Deep-Water Long-Crested Random Gravity Waves
,”
J. Geophys. Res.
0148-0227,
74
(
6
),
1515
1536
.
10.
Gjøsund
,
S. H.
, 2000, “
Kinematics in Regular and Irregular Waves based on a Lagrangian Formulation
,” Ph.D. thesis, Department of Structural Engineering, Norwegian University of Science and Technology (NTNU), Trondheim, Norway.
11.
Gjøsund
,
S. H.
, 2003, “
A Lagrangian Model for Irregular Waves and Wave Kinematics
,”
ASME J. Offshore Mech. Arct. Eng.
0892-7219,
125
,
94
102
.
12.
Lamb
,
H.
, 1932,
Hydrodynamics
,
Cambridge University Press
, Cambridge, England, 6th ed.
13.
Rademakers
,
P. J.
, 1993, “
Waverider - Wavestaff Comparison
,”
Ocean Eng.
0029-8018,
20
(
2
),
187
193
.
You do not currently have access to this content.