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TAR NC Implementation Document – Second Edition September 2017
WADs FOR EXIT POINTS
For exit points, the formula is as follows, with distances taken from the
Main Table
.
As with entry points, since some distances have been marked as ‘
0
’ because of the
impossibility of a flow scenario between entry point P1 and exit point P2, it is also
necessary to mark as ‘
0
’ the forecasted contracted capacities at P1, otherwise
average exit distances will be underestimated.
Again, the lack of a flow scenario
between two points implies to amend both distances and capacities used for
calculations.
Therefore, for exit points, the following matrix of corrected entry forecasted
contracted capacities is used for AD
Ex
derivation.
CAPACITY FOR AD
ex
Exit
Entry
A
B
C
H
I
K
M
N
O
P
R
A
0
4
0
4
4
4
4
4
4
4
0
B
68
0
0
68
68
68
68
68
68
68
0
C
0
0
0
0
0
0
0
0
0
0
4
D
4
4
0
4
4
4
4
4
4
4
0
E
6
6
6
6
6
6
6
6
6
6
6
F
30
30
0
30
30
30
30
30
30
30
0
G
20
20
0
20
20
20
20
20
20
20
0
I
3
3
0
3
0
3
3
3
3
3
0
J
8
8
0
8
8
8
8
8
8
8
0
K
60
60
0
60
60
0
60
60
60
60
0
L
30
30
0
30
30
30
30
30
30
30
0
M
80
80
0
80
80
80
0
80
80
80
0
Q
0
0
0
0
0
0
0
0
0
0
20
Total
309
245
6
313
310
253
233
313
313
313
30
For example, the weighted average distance for exit point A is calculated below.
The average distance for exit point A is 14.49 km. The same type of calculations
applies for the other exit points. Results for all exit points are in the
Main Table
.
The next step is to calculate the weight of cost for entry and exit points, as per
Article 8(2)(b).
Table 37:
Entry forecasted contracted capacity matrix