3.2.1. Computation of SSHA
The primary objective of an altimetry mission is to measure the SSH (Sea Surface Height) and SSHA. SSH is the height of the sea surface above the reference ellipsoid. It can be calculated as following:
where
H is the orbital height,
R is the range from the satellite to the sea surface (measured from the altimeter, and the instrumental errors have been compensated),
,
and
are the three components of the atmospheric path delay (dry tropospheric delay, wet tropospheric delay and ionospheric delay, respectively).
, is the sea state bias.
SSHA is defined here as the SSH minus the mean sea surface and minus known geophysical effects [
8]:
where MSS is the Mean Sea Surface,
geocentric ocean tide height (including ocean load tide height),
is the solid earth tide height,
is the pole tide height,
(based on the work of Zaron [
15], and introduced in GDR-F),
is the non-equilibrium long period tide height, is the dynamic atmospheric correction (the summation of inverse barometric correction and high frequency fluctuations correction).
For several correction items, Jason-3 GDR provides two solutions. The solutions used in the computation of the official “ssha” parameters are defined as the “baseline solution”, and SSHA can also be calculated if we replace any baseline solution by the corresponding secondary solution.
SSHAs of eight retracking / error correction strategies were calculated (if possible) for every 1Hz measurement point of Jason-3 altimeter:
Baseline (MLE4): directly extracted from the data products (all the corrections was same to the “baseline solution” column of
Table 2).
3D SSB (MLE4): same to Strategy 1, except that the 2D (two dimensions, SWH + WS) sea state bias correction was replaced by its 3D (three dimensions, SWH + WS + mean wave period) counterpart.
Model wet tropospheric (MLE4): same to Strategy 1, except that the microwave radiometer-derived wet tropospheric delay correction was replaced by a model (ECMWF) solution.
GIM ionospheric (MLE4): same to Strategy 1, except that the dual-frequency altimeter-derived ionospheric delay correction was replaced by a model (GIM) solution.
GOT tide (MLE4): same to Strategy 1, except that the LEGOS FES model-derived ocean tide height was replaced by another model (NASA GOT) solution.
DTU MSS (MLE4): same to Strategy 1, except that the CNES_CLS (for GDR-F) or Hybrid (for GDR-G) MSS was replaced by another model (DTU) solution.
Baseline (Adaptive): For GDR-G, directly extracted from the data products (all the corrections was same to the “baseline solution” column of
Table 2); for GDR-F, calculated from.
3D SSB (Adaptive) same to Strategy 1, except that the 2D (SWH + WS) sea state bias correction was replaced by its 3D (SWH + WS + mean wave period) counterpart.
Improvement of 3dSSB (Adaptive) over Baseline (MLE4)
The radar altimeter range measurements were retrieved based on the retracking of the radar echo waveforms, so different retracker can lead to different SSHA. Two baseline SSHAs are provided both in GDR-F (MLE4 and MLE3) and GDR-G (MLE4 and Adaptive). Aside from the range, the ionospheric path delay and sea state bias corrections are also dependent on particular retracker. In GDR-G, both the ionospheric path delay and sea state bias corrections of MLE3 retracker are no longer provided, making it impossible to calculate the suitable SSHA. Fortunately, the ionospheric path delay and sea state bias corrections of Adaptive retracker were included in GDR-F, so it is possible to calculate the Adaptive SSHA for GDR-F from Eq. (1) and (2).
After computing the SSHAs, we carried out a simple editing of the data. Firstly, the robustness of the MLE retracker (only ~70% success rate) was much worse than the Adaptive retracker (~90% success rate). Therefore, only those measurements which had both MLE4 and Adaptive SSHAs were considered in the comparative analysis to eliminate the representative errors. Secondly, the SSHA measurements with an absolute value of 1 meter are also rejected as outliers. In fact, aside from the severe situation such as storm surge or heavy rain events, the actual SSHA was usually within ±0.2 meters. For all the cycles, more than 500,000 valid measurements were included in the analysis, guaranteeing the statistical significance.
3.2.2. Evaluation of the SSHA noise level
After acquiring several SSHA from the same dataset, one natural question is to compare them and, hopefully, get figures that can quantitively evaluate the contribution (or).
There are several methods to evaluate the SSHA noise level. One is based on the power level of white-noise region of the power spectrum of SSHA time series. The spectrum is acquired using the FFT (Fast Fourier Transform) technique, so it is necessary to find enough long continuous SSHA time series (if there were gap points, interpolation may bring errors). In only two months the number of suitable time series is limited, and the intersection of linear-decreasing region and white-noise region may be ambiguous. Another popular approach is the self-cross calibration between ascend and descend passes, there are time lag between the ascend and descend passes at crossover points, leading to mismatch errors.
In this article, we propose a “detrend method”. The idea is to filter out the trend of the SSHA. Unlike the geoid, the SSHA would unlike to change significantly in spatial dimension. We conducted a moving average of the along-track SSHA series, and removed the smooth SSHA to get the SSHA residual series:
The core consideration in this method is to set the length of moving window. The detrend procedure can be regarded as a high-pass filtering. The shorter the window, the higher cutoff of the high-pass filter, and it can be expected that some small scale or mesoscale components of the correction terms were also filtered out. Although the standard deviation of the SSHA residual series would be lower, the standard deviation of different strategies would be very similar (e. g., if we use a 21-point moving average, we can hardly discern the difference of the SSHA series between Strategy 1 and Strategy 3). As a good compromise, we choose 61-point (equivalent to the scale of ~350 km, given a ~ 5.8 km/s satellite ground speed) boxcar moving average in all the processing. Some actual SSHA signal (such as mesoscale eddies) would be aliased in the residual series (which should be pure errors in ideal case), but most error signals (atmospheric path delay, SSB, tides, etc.) would retain, facilizing further analysis.
3.2.2. The SWH, Sigma-0 and WS Analyzing Method
SWH, Sigma-0 and WS, sometimes called “wind-and-wave” products, are very important parameters in dynamic oceanography. More importantly, SSB, whose accuracy is dependent on the SWH and WS, has become the leading error source in SSHA, highlighting the necessity of the evaluation of “wind-and-wave” products.
In the SWH, Sigma-0 and WS analysis, the histogram of each cycle was drawn, both before and after editing the outliers. The average values based on MLE4 and Adaptive retrackers were calculated cycle by cycle, to figure out the relative biases between the two retrackers.