Digital Signal Processing Reference
In-Depth Information
of the error signal in each of the identified depth plane are evaluated. Error
signal,
e
i
, refers to the difference of the pixel values between the processed
and the original depth planes. For depth plane
i
the standard deviation of
error can be identified as:
⎡
⎤
1
2
e
j
−
μ
e
N
1
N
⎣
⎦
i
e
i
σ
=
(6.18)
j
=
1
where,
e
i
e
is the mean value of the error signal for plane
i
.
Summation of the standard deviation of the error for all the depth planes
defines
M
2
:
x
i
y
i
=
−
and
μ
n
e
M
2
=
1
σ
(6.19)
i
=
CalculatingM
3
: StructuralComparison
Third, to evaluate
M
3
after removing the mean intensity from the signals X
and Y they are normalized by its own standard deviation, thus the two signals
being compared have unit standard deviation. As a result, measurement
techniques
M
1
,
M
2
,and
M
3
are statistically independent of each other. The
structure comparison is conducted on these normalized signals
(
X
−
μ
x
)
σ
x
and
−
μ
y
)
σ
y
. Note that the correlation between the above unit vectors is equivalent
to the correlation coefficient between X and Y. In image processing, the
covariance between these signals is considered as a simple but effective
measure to quantify the structural similarity. Structural comparison measure
in SSIM is utilized for this purpose [4]. Structural comparison is evaluated on
the entire depth image (i.e. image containing all depth planes). Each image
frame is divided into 16
(
Y
16 macroblocks and the structural comparison
(SC) is computed on macroblock basis. Structural comparison is defined as
follows:
×
k
1
σ
x
·
σ
y
+
σ
xy
+
SC
=
(6.20)
k
1
σ
xy
represent the standard deviations and covariance of signals
X
and
Y
. A small constant is introduced to both numerator and denominator
to avoid instability when
σ
x
,
σ
y
and
σ
x
.σ
y
is very close to zero.
l
)
2
k
1
=
(
c
·
(6.21)
is chosen where
c
is the dynamic range of the pixel values (255 for 8-
bit greyscale representation) and
l
as 0.001.
σ
xy
in Equation (6.20) can be
estimated as:
L
1
L
σ
xy
=
(
x
j
−
μ
x
)(
y
j
−
μ
y
)
(6.22)
j
=
1
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