Waves and currents by Xband radar
This article describes how Xband radar can be used to obtain several sea state parameters. Xband radar is an example of a remote sensing technique. This article starts with an introduction of the measurement technique. Furthermore it explains how obtained data can be used to generate a required output.
Contents
Introduction
Many offshore operations are critically dependent on the prevailing sea state. To enhance the safety of crew, vessels, buildings and environment, reliable sea state measurements are required. In coastal areas, sea state measurements are needed to support weather, wave climate and ship routing services. Wave data is essential for the protection of the coastal zone to estimate the eroding forces of wind, waves, and currents. Due to climate change and its impact on coastal protection, wave and current measurements are of growing importance.
In the last decades, a broad range of new measurement systems was developed to extend the scope of traditional equipment like wave rider buoys. Especially remote sensing techniques offer the opportunity to monitor the wave field in larger areas at low costs and with little supervision and maintenance. Amongst those new technologies is the wave measurement by analysis of navigational XBand radar data. XBand radar sensors are in widespread use for ship traffic control and navigation purposes and are installed on nearly every offshore installation and larger vessel. By adding new hardware and software components, the nautical radar can be used as wave sensor. Wave measurements by XBand radar systems are a reliable data source for supporting offshore as well as harbour operations or ship routing services.
Measurement principle
It is known that under certain conditions signatures of the sea surface are visible in the near range (< 5 km) of nautical radar images: The local wind generates small surface ripple waves (i.e. small waves with wave length of a few cm). The rough water surface reflects a part of the incidence radar beams. Given a wind speed of more than approximately 3 m/s, the backscatter from sea surface becomes visible in radar images. This base signal is modulated by longer ocean waves ('surface gravity waves' with wave length in the order of magnitude of some 10 m to several 100 m), generating a stripe like pattern, the socalled 'sea clutter'. Usually, this signal is treated as noise and suppressed, but it contains valuable information on the actual sea state: As the basic imaging mechanisms of ocean waves in radar images are known (Alpers et al, 1981^{[1]}; Plant et al, 1990^{[2]}), it is possible to analyse the spatial and temporal development of these pattern to gain information on wave height, wave length, wave period, surface current and other (see also the article Use of ground based radar in hydrography)
Oceanographic measurement systems based on Xband radar allow to scan the ocean surface in real time with high temporal (1 – 2 s) and spatial (5 – 10 m) resolution. A water surface of several km^{2} can be monitored continuously. These remote sensing systems can be installed on moving vessels as well as on fixed platforms or at coastal sites. For wave measurements, the radar raw signal is digitized and transferred to an analysis computer. Results can be displayed on site or transferred to remote locations via internet.
A typical wave measurement by means of XBand radar is composed of a temporal sequence of sea clutter images [math]I(x,y,t)[/math] (see also Figure 2). To derive wave information from such data sets, several analysis steps are required.
First, the images sequence is transformed into the spectral domain by means of a discrete 3D Fourier Transform. The resulting 3D image spectrum is a function of wave number [math]\vec{k}=(k_x,k_y)[/math] and frequency [math]\omega[/math]. It can be transformed into an energy density spectrum of the ocean surface waves by correcting for distortions due to the imaging mechanism and exploiting the known dispersion relation of water waves (Young et al, 1985^{[3]}, Ziemer & Rosenthal, 1987^{[4]}). The dispersion relation describes the temporal and spatial evolution of ocean waves in spectral domain. It is used as a filter function to separate the wave signal in the image spectra from background noise and patterns not related to the wave field. In this step, the mean encounter current speed [math]U[/math] (current component directed to the radar) and direction [math]\theta_U[/math] is determined (Seemann, 1997^{[5]}, Nieto et al, 1999^{[6]}). For a fixed platform, this corresponds to the ‘true’ current, whereas for a moving vessel ship speed and course is used to derive the true mean current from this data.
The resulting 2D ocean wave spectrum (see also Figure 3) [math]E(\omega, \theta)[/math] is usually expressed as a function of wave frequency [math]\omega[/math] and wave direction [math]\theta[/math]. It gives a comprehensive description of the sea state. Integration over all directions yields the 1D wave spectrum [math]S(\omega)[/math]. Commonly, various statistical sea state parameters are calculated from these spectra to give a compact description of the wave climate. See Statistical description of wave parameters.
Obtained sea state parameters
Significant wave height
In contrast to in situ sensors, the wave spectra determined from radar images are not properly scaled. Thus, the total wave energy and the significant wave height cannot be computed directly from these spectral estimates. The significant wave height is determined by using a linear regression equation, which relates the root square of the signaltonoise ratio of the radar images to the significant wave height (Nieto et al, 1998^{[7]}) (see also Figure 4).
Peak wave period and direction
The peak wave period and direction can be derived from the frequencydirection spectrum [math]E(\omega, \theta)[/math] (Young et al, 1985^{[3]} (see also Figure 5). They are defined as the location of the energy maximum within the spectrum. To determine the peak frequency, the centroid formula can be used which implies a frequency interval of 80 % energy maximum. This method is recommended by IAHR/ AIRH because of its high stability with respect to theoretical spectral variability. The wave period can also be derived by the spectral moments obtained over the full range of frequencies.
Peak wave length
Wave length and periods of ocean waves are connected by the dispersion relation. Thus, it is possible to express wave spectra as a function of frequency ([math]E(\omega, \theta)[/math]) or wave number ([math]E(k, \theta)[/math]). The peak wave length can be determined from [math]E(k, \theta)[/math] directly in the same way as the peak period (see also Figure 6).
Surface current calculation
The surface current is obtained by minimising the distance between the location of the spectral energy in the 3D image spectrum and its theoretical position defined by the dispersion relation for linear surface gravity waves. The surface current is the basic step to calculate directional wave spectra from radar images (see also currents).
Wave systems
XBand radar systems are able to resolve multiple wave systems, e.g. swell and wind sea systems. Usually, swell is characterized by its phase speed: Swell waves propagate faster than the wind, where as wind driven waves can not travel faster than the wind that generated these waves (see also waves).
Output of Xband radar systems
Resolution and limits
The resolution of sea state measurements of Xband radar systems are limited by the properties of the radar sensor:
 The spatial resolution is limited by the sampling frequency (SFR), antenna aperture [math]\Phi_A[/math] and the size of the analysis areas [math]N_x \times N_y[/math] placed within in the radar image.
 The temporal resolution is limited by the antenna repetition rate (RPT) and the number [math]N_t[/math] of images used for the wave analysis.
Output parameters and accuracy
Figure 7 lists the standard output parameters with corresponding resolutions, ranges, and accuracies. These values indicate typical ranges. The numbers depend on the radar hardware, the total time of measurement and therefore can vary for each individual installation.
See also
Internal links
 Currents and turbulence by acoustic methods
 Use of Xband and HF radar in marine hydrography
 Statistical description of wave parameters
External links
Examples of Xband Radar Systems:
References
 ↑ Alpers, W.; Ross, D.B., and Rufenach, C.L., 1981: On the Detectability of Ocean Surface Waves by Real and Synthetic Aperture Radar. Journal of Geophysical Research, 86, C7, pp. 64816498.
 ↑ Plant, W.J. and W.C. Keller, 1990: Evidence of Bragg scattering in microwave Doppler spectra of sea return, J.Geophys. Res., 95(C9), 16,29916,310.
 ↑ ^{3.0} ^{3.1} Young, I.R.; Rosenthal, W., and Ziemer, F., 1985. A Threedimensional analysis of marine radar images for the determination of ocean wave directionality and surface currents. J. Geophys. Res., 90, pp. 1049 1059.
 ↑ Ziemer F. and W. Rosenthal, 1987: On the Transfer Function of a Shipborne Radar for Imaging Ocean Waves. Proc. IGARSS'87 Symp. Ann Arbor. Michigan, May 1987, pp 15591564.
 ↑ Seemann, J., 1997. Interpretation of the Structure of the frequencywave number spectrum of nautical radar temporal sequences of sea states (in German). Hamburg, Germany: University of Hamburg, Ph.D. thesis.
 ↑ Nieto, J.C.; Hessner, K., and Reichert, K., 1999. Estimation of the Significant Wave Height with XBand Nautical Radars. Proceedings of the 18th OMAE Conference, St John’s, New Foundland, Canada.
 ↑ Nieto, J.C.; Reichert, K., and Dittmer, J., 1998. Use of Nautical Radar as a Wave Monitoring Instrument. Coastal Engineering, 37, pp. 331342.
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