K. Sarabandi et al., CROSS-CALIBRATION EXPERIMENT OF JPL AIRSAR AND TRUCK-MOUNTED POLARIMETRIC SCATTEROMETER, IEEE transactions on geoscience and remote sensing, 32(5), 1994, pp. 975-985
When point calibration targets are used to calibrate a SAR image, the
calibration accuracy is governed by two major factors. The first facto
r stems from the stringent requirement on the radar cross section (RCS
) of the point calibration target. To reduce the effect of radar retur
n from the background, the RCS of a point calibration target must be m
uch larger than that of the background. Calibration targets with large
RCS require large physical dimensions for passive targets or high amp
lifier gain for active targets, which in practice leads to uncertainty
in the nominal RCS of the targets. The second factor is related to th
e fact that point calibration targets are used to develop a calibratio
n algorithm which is applied to distributed targets. To this end, accu
rate knowledge of the impulse response (ambiguity function) of the SAR
system is required. To evaluate the accuracy of such a calibration pr
ocess, a cross-calibration experiment was conducted at a test site nea
r Pellston, MI, using the JPL aircraft SAR and the University of Michi
gan truck-mounted polarimetric scatterometer. Five different types of
distributed surfaces, all in the same area, were chosen: three of thes
e were bare surfaces with varying roughnesses, and the other two were
covered with vegetation (one with short grass and the other with tall
grass). Trihedral corner reflectors were used for calibrating the airc
raft SAR, and the UM scatterometer was calibrated using a metallic sph
ere. The scatterometer data were collected at L and C bands immediatel
y after the aircraft flew over the test site. This paper presents resu
lts of the cross calibration between the polarimetric SAR and ground-b
ased polarimetric scatterometer measurements at L and C bands. Compari
son of the data measured by the two radar systems shows that SAR calib
ration with trihedrals may lead to unreliable results. It is shown tha
t coherent and incoherent interaction of the ground with a trihedral r
eflector can significantly alter the expected RCS of an isolated trihe
dral. A distributed-target calibration technique is introduced and app
lied to the data with good results.