1. Introduction
Correcting Doppler velocity measurements from airborne weather radar for errors due to platform motion is important to obtaining usable radial velocity (Vr) measurements and has many challenges. The radar-measured Vr can be expressed as
The correction is most often made by measuring the platform motion and the radar beam pointing angle and accounting for them within the radial Vr measurements (Heymsfield 1989; Lee et al. 1994; Testud et al. 1995; Bosart et al. 2002; Cai et al. 2018). For example, the NASA ER-2 Doppler radar (EDOP; Heymsfield et al. 1996) and Wyoming Cloud Radar (WCR; Haimov and Rodi 2013) use geometric corrections (e.g., Lee et al. 1994) to remove platform motion from Vr utilizing a well-calibrated radar pointing angle. The actual radar beam pointing angle depends on the platform attitude and the platform-relative antenna pointing angle. The platform-relative pointing angle can be well calibrated following Haimov and Rodi (2013), but there may still be small residual errors. Small errors in the measured radar beam pointing angle can result in large Vr errors especially on a fast-moving platform. For radar observations at vertical incidence, Vr accuracies of less than 0.1 m s−1 are desirable in order to observe small updrafts and downdrafts and to resolve ice crystal fall speeds that are on the order of a few tenths of a meter per second (Rauber et al. 2017). Here, we propose a Vr correction technique that utilizes the stationary echo from Earth’s surface as a reference for the correction.
A surface reference was used by Durden et al. (1999) to correct Vr on the scanning Airborne Rain Mapping Radar (ARMAR) 14-GHz Doppler radar. They used a recursive least squares fit of a model for the surface Doppler observed over several scans through nadir (Durden et al. 1999). The main limitation of the method was the time resolution of the correction was fairly coarse and the aircraft was assumed to be steady over that time. Their method was designed for use when aircraft navigation data were not available.
The correction proposed here was developed with, and applied to, nadir-pointing data from the National Center for Atmospheric Research (NCAR) HIAPER Cloud Radar (HCR; Vivekanandan et al. 2015). HCR is a W-band, dual-polarization, Doppler airborne research radar that flies in an underwing pod on the NSF/NCAR Gulfstream-V High-Performance Instrumented Airborne Platform for Environmental Research (GV HIAPER) aircraft (UCAR/NCAR 2005). A lens antenna illuminates a reflector enabling cross-track scanning as well as staring, for example, nadir or zenith. One important characteristic of HCR is its ability to stabilize the beam for changes in platform attitude in real time during flight. Beam stabilization is only available during staring operations and is accomplished by reading in the platform position and motion data from the dedicated Inertial Navigation System with coupled Global Position System (INS/GPS) located near the radar’s reflector. The pointing angle is updated at 20 Hz, thus keeping the beam pointed very close to the desired direction. At vertical incident, this strategy mitigates the errors from the unknown horizontal wind that are projected into a nonvertical pointing beam, which can be substantial for relatively small offsets (Vivekanandan et al. 2015).
Modern INSs are coupled with GPS that helps correct the INS data. This coupling helps to reduce errors due to drift in the INS accuracy during straight and level flight, first described by Schuler (1923), by applying a Kalman filter error correction method. However there is still noticeable drift in the platform orientation measurements that occur in the absence of accelerations such as turns. This is mainly because the INS heading measurement is poorly constrained in straight and level flight and drifts over time. These heading errors can be projected into the tilt and rotation angle directions if there are any errors in their initial values. For example, the INS/GPS unit used with the HCR has a stated heading drift of 0°–10° h−1 and a tilt error of ±0.06°. At ground speeds typical for HCR of 150, 200, and 250 m s−1, this small tilt error results in Vr errors of 0.16, 0.21, and 0.26 m s−1, respectively, which are large errors relative to, for example, ice crystal fall speeds. This in part motivates the development of a surface-based correction method.
Another source of error that the surface-based correction addresses is errors in platform vertical motion and beam pointing that are transient in time and vary as the aircraft altitude and pitch angle change during flight. This causes variable errors in Vr that are difficult to address without an external reference. The manufacturer specification for the vertical velocity of the INS/GPS unit is given as a standard deviation of 0.1 m s−1.
The idea of the surface-reference correction is to filter out the measurement noise and other variations from 0 m s−1 in the surface Vr signal and then subtract the remaining mean Vr at the surface from the entire beam. This approach normalizes the Vr at the surface to 0 m s−1 and correcting Vr throughout the domain for errors due to pointing errors. The correction has been developed using nadir staring data and only corrects for Vr errors arising from errors in pointing angle and platform motion measurements. Vr errors due to horizontal winds are not accounted for by the proposed method. The wind errors are mitigated by the beam stabilization.
A serious challenge for using the surface echo to correct Vr measurements over land is the common occurrence of nonzero mean Vr echoes due to highly reflective features on the surface such as roads, creeks, or buildings. Large excursions from 0 m s−1 mean Vr occur due to the finite beamwidth of the radar and the platform motion. To remove these large excursions requires application of a filter of sufficiently large filter response. However, that filter response would cause errors in the Vr correction in other regions. This issue led to the development of the proposed two-stage filtering process, which removes the large excursions without causing errors elsewhere. This two-stage approach is similar in concept to the iterative filter technique developed by Hubbert and Bringi (1995) used to remove the phase shift upon backscatter from the measured differential phase in polarimetric radar data. To our knowledge this is the first time that a two-stage filter method has been used to correct airborne Doppler radar data.
In section 2 the data presented in this study are briefly described, followed by a description of the challenges for using the surface for Vr correction and the proposed method in section 3. Results are shown in section 4 with a summary and conclusions provided in section 5.
2. Data
The data presented in this study come from three different field programs: (i) Nor’easter (Rauber et al. 2017), (ii) the Cloud System Evolution in the Trades (CSET; Albrecht et al. 2018), and (iii) the Southern Ocean Clouds, Radiation, Aerosol Transport Experimental Study (SOCRATES). The Vr data presented have the convention of positive (negative) values moving away from (toward) the radar. So at nadir, positive values of Vr represent downward motion.
The Nor’easter flight was a single-mission, rapid-response field study utilizing the HCR. The HCR was operated in nadir-staring mode with beam stabilization enabled during both the ferry flight to Raleigh and the research flight (Rauber et al. 2017).
The observing strategy for the CSET field program was to sample clouds and marine boundary layer features on a flight from Sacramento, California, to Kona, Hawaii. The HCR was operated at both nadir and zenith pointing depending on whether or not HIAPER was above or below the clouds being studied. The beam stabilization was employed for the entire experiment.
The SOCRATES field program was based out of Hobart, Australia, and flew its missions over the Southern Ocean. The primary strategy was to ferry over the target area at 6.0 km while sampling the area with HCR and the high–spectral-resolution lidar (HSRL; Eloranta 2005) to identify potential aircraft icing regions. Low-level flight modules similar to CSET were flown on the way back to Hobart with both nadir- and zenith-pointing HCR operations and beam stabilization.
3. Surface-reference Vr correction challenges and method
The technique described here for correcting measured Vr at all range bins relies on the fact that the surface is stationary. This means that after correction for the platform motion while taking into account the radar pointing angle, the true Vr of the surface echo is 0 m s−1. Any residual error in the measured Vr due to pointing errors after the platform motion correction has been applied
The approach taken here is to filter
To use the surface reference for radial velocity correction, three steps are required: (i) identify the surface echo, (ii) filter the measured
a. Identifying the surface echo
Misidentifying the surface echo will result in large Vr errors introduced by the correction method. Thus it is important to have a highly reliable surface identification method in place. The surface reflectivity values are usually higher than those of intervening precipitation and cloud echoes. However, attenuation of the beam between the aircraft and the surface may reduce the measured
To identify the surface echo in each radial, the range gate with maximum reflectivity Ze within 1 km of the surface location is used, which requires a digital terrain map. In this study the U.S. Geological Society (USGS) global digital elevation model (DEM) with a horizontal resolution of 30 arc s (approximately 1 km) was used (Earth Resources Observation and Science Center 1997). If a terrain map is not available the 1-km restriction may need to be relaxed or removed. In practice three range bins are examined, the bin with maximum Ze and the range bins on either side. If any of those three range bins have Ze less than 8 dBZ, then the surface-based Vr correction is not made.
Using three range bins in this way prevents small point targets, such as birds, from being mistakenly identified as the surface. The HCR was run with a 40-m pulse length that was oversampled by a factor of 2 to 20-m range gates [complete system characteristics can be found in Vivekanandan et al. (2015)]. The result is that the surface echo typically occupies several range bins.
The 8-dBZ threshold is used to avoid misidentifying the surface echo in the case of strong attenuation from clouds and precipitation above the surface. The surface is typically very strong compared to clouds and precipitation and was as high as 45 dBZ. It was found that the surface could be reliably identified in the presence of strong attenuation, but if the signal became too weak, misidentifications could occur. The threshold value of 8 dBZ was found empirically and works well for HCR.
It is important to point out that the general approach of surface identification should work on other radar systems, but the number of range bins used and the Ze threshold may need to be changed for different radars particularly at different wavelengths.
b. Filtering the surface Vr
Figure 1 shows an example of the

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1) Measurement uncertainty
The random measurement errors in
Since the measurement uncertainty errors at the surface are independent of the errors at other ranges, the filter process must remove them before
2) Variable Vr error
There are also deviations from the mean noticeable in
The first is variable beam-pointing errors. The pointing error changes as the reflector tilt angle (relative to the wingpod) is moved in-flight to compensate for changes of the plane’s pitch angle in order to achieve a stabilized beam. The period of the variable pointing errors is related to the motion of the aircraft. Flat and level flight using the autopilot often results in small-amplitude oscillations in pitch angle and altitude as the control system works to keep the aircraft at a constant pressure altitude. It is these oscillations to which the beam stabilization is reacting. By examining the data and the reflector gears after Nor’easter, it was determined that there was gear backlash, or play in the gears that control the reflector pointing angle. The gear backlash had increased over time due to wear on the gears. New gears with a tighter tolerance and made of a harder, more wear-resistant material were installed after Nor’easter and the magnitude of the variable Vr errors was greatly reduced. This indicated that the variable Vr errors observed during Nor’easter were dominated by the gear backlash impacting the pointing accuracy as the reflector pointing angle was moved during stabilization.
The second potential source of the variable Vr errors is uncertainty in the INS/GPS measured vertical velocity of the platform. Measurements of the vertical velocity from the INS/GPS can have errors that are significant relative to the desired Vr accuracy of vertically pointing radar data. The INS/GPS unit used by HCR has a variance of 0.1 m2 s−2.
These variable Vr errors were not consistent enough to be related in a deterministic fashion to the radar orientation and vertical velocity so could not be corrected using the platform motion correction of Lee et al. (1994). Since variable velocity errors impact all of the
3) Surface Vr anomalies
Figure 1 shows numerous large deviations from the mean
The surface Vr anomaly spikes only impact the surface echoes, so the filter process must completely remove them in order to avoid large errors when subtracting
It should be noted that all nonuniform surface echoes will always have this effect, but in varying degrees. These varying degrees can be seen in Fig. 1 as large, medium, and small anomalies. The impact of nonuniform surface Ze will contribute to the variance of the surface Vr.
4) Two-stage filtering approach
In the design of the filters we experimented with four different types of filter: (i) moving mean and (ii) moving median, (iii) finite impulse response (FIR) filters, and (iv) regression filters. Because the FIR and regression filters offer much more precise control of the filter response, they were far superior to either mean or median filters for our purpose. It should be noted that other filters may have similar advantages to FIR and regression filters and could also be used. The filters described here were designed using the Nor’easter dataset and applied to both Nor’easter and CSET data. The SOCRATES dataset required a different filter, which is described in the next subsection.
The biggest challenge to using the surface as a reference for correction of Vr is to design a filter that removes large
The result of the stage 1 filter process is that

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With the surface anomaly spikes removed it was relatively straightforward to design the stage 2 FIR filter to remove the high-frequency measurement error from
5) Nonstationary surface echo
During the SOCRATES field program the HCR sometimes flew over the Southern Ocean at low altitudes. This resulted in a small radar footprint on a surface containing long-wavelength ocean waves, violating at times the assumption of a 0 m s−1 Vr over the surface footprint. The radar evidence that the large swells in the open Southern Ocean caused violation of the stationary surface assumption come from
The filters used in Nor’easter and CSET described above were found to overfit the
There were no independent measurements of the ocean waves during SOCRATES and it is not possible to objectively determine the wavelength or height of the waves from the SOCRATES data, however observers from the aircraft noted large swells.
c. Making the surface-reference Vr correction
4. Results
The surface-reference correction for Vr as described in section 3 was tested on different datasets flying over land and water. Examples are presented from the Nor’easter, CSET, and SOCRATES experiments. The two-stage filter process with the same FIR filters was used in the entire Nor’easter and CSET field programs including the examples shown. The SOCRATES correction used a single regression filter. Statistics computed over the entire flights are then presented. Keep in mind that in these data, positive Vr indicates downward motion.
a. Nor’easter examples
Two Nor’easter examples were chosen to include one over land and one over ocean. The results of these examples are typical of the entire flight.
Figures 3a–c show height versus time plots of the Ze,

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After applying the surface-reference correction, the pillars of Vr errors are largely removed. There are some very narrow vertical features appearing in both Figs. 3b and 3c, for example shortly before 1920 UTC marked by the black arrows in Fig. 3c. These are likely due to flight-level turbulence and cannot be corrected using the surface-reference technique.
Figure 4 shows the surface Vr after the surface-based correction was applied

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To verify the correction technique and to quantify its performance, we computed the mean and variance of
The difference between the theoretical variance and the computed variance for this data is 0.0065 m2 s−2, which can be interpreted as the upper bound for the variance added by the correction technique for this dataset.
We also computed the average of
The data shown in Fig. 3 are from the cold sector of the storm and consists of frozen precipitation throughout. It is interesting to note some of the features in the
The second Nor’easter example is from data collected while flying over the ocean off of the East Coast of the United States from 1405 to 1410 UTC. Figure 5a shows the Ze for this case. The surface can again be seen as the high values of Ze at 0-km altitude. The surface reflection over the water is flat as opposed to the surface echo over land in Fig. 3. Figure 5b shows the

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The plot of
After the surface-reference correction was applied, the pillars of erroneous Vr are removed and do not appear in
b. CSET example
The next example results are from the CSET field program from 1739 to 1744 UTC 17 July 2015. The data were collected over the ocean en route from Sacramento, California, to Kona, Hawaii. The HIAPER was flying at about 1.8 km above sea level at approximately 158 m s−1 over a field of stratocumulus clouds. The example was chosen because it was typical of the correction results and illustrated the importance of removing small biases. The reflectivity shown in Fig. 6a shows vertically oriented features indicating drizzle that has formed in the cloud system and has been detected reaching the surface in some locations. The surface echo is shown by the band of high Ze values near 0-km altitude in Fig. 6a. The surface echo in this example is the same thickness as in the Nor’easter data, but appears larger due to the condensed vertical scale of the plot. The values of Vr in the surface echo are mostly negative (green color) and the mean was −0.18 m s−1, indicating a mean along-track pointing error of 0.065°. This small error is close to the stated accuracy of the SDN-500 INS/GPS system used by HCR.

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The

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Examining
c. SOCRATES examples
Two SOCRATES examples are presented. The first illustrates a successful correction typical of most of the data collected. The second SOCRATES example shows a time period when large ocean waves created errors in
The first example from SOCRATES comes at 2305 UTC 22 January 2018 when the HIAPER aircraft was flying at about 5-km altitude. The aircraft was relatively close to Tasmania at this time where large waves were not common. Figure 8 shows the reflectivity,

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The second SOCRATES example is from the same flight shown in Figs. 8 and 9 but at 0150 UTC 23 January 2018. Figure 10 shows the reflectivity,

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In this example, however, a few suspicious-looking Vr pillars appear after the surface-based correction is made and these pillars are not associated with Ze features that would help explain them due to differing fall speeds. It also seems unlikely that vertical air motions can explain the pillars that extend throughout the vertical extent of the echo. The cause is most likely large ocean waves with nonzero vertical velocity when integrated over the radar beam footprint [see also section 3b(5)]. This is illustrated by examining the Vr pillars in Fig. 10c around 0157 UTC demarked by the vertical green lines and comparing them to the same time in Fig. 11a showing the
d. Statistics for full flights
To evaluate the overall performance of the surface-based correction method, statistics of the nadir pointing data over the course of the flights presented above were computed. The Nor’easter flight included six 840-km transects between northern Delaware and Bangor, Maine, with HCR in nadir pointing for the entire 7-h mission. The CSET flight was from California to Hawaii on 17 July 2015 with a nearly 7-h duration. The HIAPER aircraft flew both above and below the clouds and HCR was operated in nadir and zenith pointing accordingly, with approximately 240 min of nadir-pointing data. The SOCRATES flight took place on 22 January 2018 with a duration of 7 h 15 min including approximately 230 min of nadir data. The two-stage filter process using the same FIR filters were used for Nor’easter and CSET and a single-stage regression filter was used for the SOCRATES data.
Table 1 shows the mean values of
Mean values of the surface Vr after using the surface correction


Table 2 shows the variance (var) of
Variance values of the surface Vr after using the surface correction


The radial means
Variance values of the radial means of the surface-corrected Vr


This analysis shows that the overall mean biases were largely removed and the variance of Vr was reduced overall after application of the surface-based Vr correction.
5. Summary and conclusions
A new, simple correction technique for Vr from nadir-looking airborne radars using the surface echo as a reference was proposed and tested. The method filters the measured surface Vr using either a FIR or polynomial regression filter to remove variations in
The method was applied to data from three field programs including Nor’easter, CSET, and SOCRATES and resulted in substantial improvements in the quality of the Vr field. Errors from the variable pointing error, any residual pointing bias, and pointing errors due to drift in the INS/GPS measurements were all largely removed. Further, the variance of the
In the case of SOCRATES the assumption of a stationary surface was sometimes violated. This posed a very challenging problem when the period of the oscillations due to large ocean waves were similar to the variable Vr errors due to pointing or vertical velocity measurement errors. This is because the oscillations due to ocean waves need to be removed by the filter while the oscillations due to the variable Vr error need to be fit by the filter. When the two oscillations are similar in scale, there is no one filter that can accomplish this. Methods are currently being investigated to objectively identify the different variations in
The three examples presented here illustrate that different datasets may have different challenges for Vr correction. The filters that worked for Nor’easter and CSET were not the best choice for SOCRATES. Other challenges could arise from changes in how the HCR processes data that may result in different measurement variances and characteristics. Although it is difficult to quantify exactly without verification data, based on the analysis presented we are confident that the surface-reference corrected Vr data has a mean bias that is very close to 0 m s−1. Also, the variance in Vr has been substantially reduced by the correction indicating that the variable errors due to pointing and platform motion errors have been largely mitigated. Since the measurement variance of Vr depends on echo characteristics including spectrum width and signal to noise ratio as well as the radar itself, it will vary from case to case, but is estimated to be between about 0.1 and 0.25 m2 s−2 for the cases presented. It is important to keep in mind that the errors from the horizontal wind leaking into the data at slightly off-nadir pointing angles are not corrected by this method. The real-time beam-pointing stabilization of HCR is deployed in order to minimize those wind errors. Vivekanandan et al. (2015) found that the beam remained within about 0.1° of nadir, resulting in only very small errors from the horizontal wind.
The approach is generally applicable to nadir-pointing airborne radar data, but may require changes based on the radar parameters being used and the type of terrain that is being overflown. For example, the value of the threshold used to determine where to apply the first stage filter should be approximately twice the standard deviation of
Another adjustment that may need to be made to apply this method in different situations is the filter response of the stage 1 and stage 2 filters. It is worth examining the data to be corrected to determine which oscillations, if any, need to be fitted and which need to be filtered out. Then one can design the proper filters.
Like all algorithms, the surface-reference correction for Vr will have failure modes, including surface misclassifications and nonstationary surface echoes. The surface misclassifications are mitigated by only searching in the nearest 1 km. This number is quite conservative and we are investigating how small we can reasonably make this limit (perhaps 100 m). Other quality-control (QC) criteria are also being investigated with the goal of flagging potential errors in the correction. These include examining the continuity of the correction and flagging large, sudden changes as well as flagging data with very large corrections that exceed expectations. Work toward optimizing the QC criteria is ongoing, however automated QC criteria can never replace examination by experts.
Acknowledgments
The authors are grateful to all of the participants of Nor’easter, CSET, and SOCRATES for their dedication and excellence in planning, execution and data quality control. We thank Drs. Wiebke Deierling, Wen-Chau Lee, and William Brown for their thorough and helpful feedback. The authors also greatly appreciate the excellent reviews of the three anonymous reviewers. The National Center for Atmospheric Research is sponsored by the National Science Foundation.
APPENDIX
Examining the Sources of the Surface Anomaly Spikes in Vr and Ze
The negative and positive deviations in
We examined the source of the observed surface-anomaly spikes in

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The location of the Ze spike echoes was found by locating all Ze maxima in Fig. A1 that had peak values greater than 31 dBZ and were at least 2 dB above their surroundings. The locations of these peaks were then plotted using Google Earth and the result is shown in Fig. A2. The diamond shapes indicate the location of identified surface-anomaly Ze spikes. There were many different surface features that were associated with the spikes in this 1 min of data including roads, creeks, and buildings. It is interesting to note that all of the paved main roads in this example were associated with surface-anomaly spikes, but not all of the creeks. This could be because some of the creeks were dry or obscured at the time. Figure A2b shows a zoom in of the region denoted by the black rectangle in Fig. A2a. It is interesting to note that some very small creeks are associated with surface-anomaly spikes and others are not. The two larger paved roads in the scene are associated with surface-anomaly spikes, but the small dirt road in between them is not. This does not mean that other dirt roads would not be associated with surface-anomaly spikes.

(a) A Google Earth satellite image corresponding to the data shown in Fig. A1. The diamonds indicate the locations of the
Citation: Journal of Atmospheric and Oceanic Technology 36, 7; 10.1175/JTECH-D-19-0019.1

(a) A Google Earth satellite image corresponding to the data shown in Fig. A1. The diamonds indicate the locations of the
Citation: Journal of Atmospheric and Oceanic Technology 36, 7; 10.1175/JTECH-D-19-0019.1
(a) A Google Earth satellite image corresponding to the data shown in Fig. A1. The diamonds indicate the locations of the
Citation: Journal of Atmospheric and Oceanic Technology 36, 7; 10.1175/JTECH-D-19-0019.1
It is not possible to know what was actually on the surface when the data in Fig. A2 were collected. However, the rougher surfaces such as fields will scatter more of the radar signal in all directions than the smoother surfaces such as roads, creeks, or possibly the tops of buildings. Thus the smoother roads and creeks will have higher reflectivity values than the fields at near-nadir incidence angles. Interestingly, Cosgriff et al. (1959), as described in Long (2001), measured that the radar cross section (RCS) of a field growing alfalfa was greater than that of an asphalt runway at low incidence angles. However, the RCS of the runway increased with increasing incidence angle while the alfalfa field’s RCS remained constant. At about 80° incident, almost nadir, the runway RCS exceeded the alfalfa field by more than 10 dB. This is consistent with our observations. A thorough description of surface effects on radar signals is available in Long (2001). There were also several
The surface-anomaly spike that occurred at 1858:30 UTC and is denoted by the red diamond in Fig. A2a is plotted in Fig. A3. This surface anomaly was associated with a paved road and it is interesting to look into because it is isolated from other spikes that could complicate the signatures. The negative–positive

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Plot of (a)
Citation: Journal of Atmospheric and Oceanic Technology 36, 7; 10.1175/JTECH-D-19-0019.1
To add confidence to the explanation of the surface-anomaly Vr signatures, a rudimentary calculation was made to simulate the conditions shown in Fig. A3. We modeled the HCR 0.7°, 3-dB beamwidth as a Gaussian and moved it along at the average altitude and ground speed of the platform, which were about 12.5 km and 270 m s−1, respectively. A Gaussian peak in surface reflectivity of 10 dB above the surroundings was computed with a width of about 10 m, in order to represent the road. The simulated Vr was then calculated and is shown in Fig. A4. The simulated surface-anomaly Vr negative–positive pair is strikingly similar to that observed in Fig. A3a. The magnitudes of the Vr anomalies in both simulated and observed cases are about 1 m s−1 and the peaks occur in the same location. The overall widths of the features are similar for both observed and simulated cases.

The result of a theoretical calculation of
Citation: Journal of Atmospheric and Oceanic Technology 36, 7; 10.1175/JTECH-D-19-0019.1

The result of a theoretical calculation of
Citation: Journal of Atmospheric and Oceanic Technology 36, 7; 10.1175/JTECH-D-19-0019.1
The result of a theoretical calculation of
Citation: Journal of Atmospheric and Oceanic Technology 36, 7; 10.1175/JTECH-D-19-0019.1
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