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 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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