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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