
 
tell us that when the incident angle is
°
45
θ
= , it is 
easier to get an satisfactory reconstruction results 
due to the strong interaction of the dihedral corner 
reflector. So, in the following , we will try to retrieve 
the square side length when the training and test set 
are kept the same as we used in resonance band as 
4.01 0.1 ( ), 0, 9Limi=+ ="
and
4.045 0.1 ( ), 0 8Limi=+ ="
 
respectively. However, the observation point with 
°
45
θ
=
 will be used instead of the one with
°
0
θ
. 
The wind speed is taken as
0/Ums=
. 
The reconstruction results with an average error 
less than 
1%  which means the square side lengths 
are accurately reconstructed for optical band with 
the same training set as we used in resonance band.  
3.4  Reconstruction in Multifrequency–
Singleview-Monostatic Way 
In this section, the bottom surface is a rough surface. 
Because of the roughness of the bottom surface, 
more observation points are often needed to capture 
the special scattering characteristics of the dihedral 
corner reflector consists of the square edge and the 
bottom surface. In addition to the side length, the 
height of   the square above the surface is retriev- ed. 
The values of 
L  considered during the training 
phase are
4.01 0.05 ( ), 0...19Limi=+ =
, while the 
height 
7.01+0.01 ( ), 0...9Himi==
. 
The test set is obtained by setting the  square 
side length as
4.045 0.1 ( ), 0 8Limi=+ ="
, and the 
height are set as 
7.015 0.01 ( ), 0...8Himi=+ =
. The 
incident wave frequencies are chosen as: 
200 10 ( ), 0...9fiMHzi=+ =
. The wind speed is 
3/Ums= .  
The relative errors with observation points set at 
42
θ
=
D
,
45
D
and 
48
D
are shown in Table 3. Both the 
side length and height are retrieved accurately. The 
relative errors reconstructed with 21 observation 
points set equally along the measurement line are 
shown in Table 4 for a comparison.  
From Table 3 and Table 4, it is interesting to find 
that  the  errors  are  almost  the same and sometimes 
the  one  reconstructed  with more observation points 
Table 3: Relative errors of side length and height for 3 
observation points. 
 Average Maximum Minimum 
RelErr(H) 0.05%  0.17%  0.0003% 
RelErr(L) 0.11%  0.33%  0.001% 
Table 4: Relative errors of side length and height for 21 
observation points. 
 Average Maximum Minimum 
RelErr(H) 0.06%  0.17%  0.0001% 
RelErr(L) 0.12%  0.39%  0.001% 
has slightly higher errors. That is to say, more 
observation points do not guarantee a better 
reconstruction results. As a second remark, more 
observation points consume much more computatio- 
nal resources. 
4 CONCLUSIONS 
In this paper, we investigated the geometric 
parameters reconstruction of an electrically large 
square above the rough surface. The role of the 
spatial and frequency diversity in the reconstruction 
is investigated in detail with respect to the 
characteristics of the scattered field. At last, the side 
length and height of the square above the rough 
surface are retrieved accurately with the 
backscattered multifrequency data collected at just a 
few observation points which are specially selected 
based on the scattering characterisitics. 
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GEOMETRIC CHARACTERIZATION OF A TARGET ABOVE THE HALF-SPACE INTERFACE USING SUPPORT
VECTOR MACHINE
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