The name is absent



CHAPTER 5. SIMULATION RESULTS

55


to

0

4

8

10

12

13

14

^0^

x

x

x

x

x

x

x

τ-

0.133

0.040

0.052

0.351

0.354

0.004

0.065

2

0.133

0.040

0.052

0.351

0.354

0.004

0.065

^3-

0.133

0.040

0.052

0.351

0.354

0.004

0.065

~

x

x

x

x

x

x

x

~

0.139

x

0.055

0.366

0.369

0.004

0.067

6

0.139

x

0.055

0.366

0.369

0.004

0.067

^7-

0.139

x

0.055

0.366

0.369

0.004

0.067

^8-

x

x

x

x

x

x

x

^9^

0.147

x

x

0.387

0.390

0.005

0.071

10^

x

x

x

x

x

x

x

TT

0.240

x

x

x

0.637

0.008

0.116

12

x

x

x

x

x

x

x

ЇГ

0.660

x

x

x

x

x

0.319

14^

x

x

x

x

x

x

x

T5-

0.133

0.040

0.052

0.351

0.354

0.004

0.065

16^

0.133

0.040

0.052

0.351

0.354

0.004

0.065

Table 5.6: Destination frequencies Wetstraat

The calculated destination frequencies for the Wetstraat are listed in table 5.6.

Combinations of edge-nodes that are not possible are marked with x.

The spawn frequencies need to be calculated relative to the values in table 5.5.
This calculation is done as following:

1 take the normalized counts of vehicles entering the Wetstraat from a side-
road

2 select a time of day with counts of vehicles at the beginning of the Wetstraat

multiply with [1] with countBeginningWetstraat
normalizedCountSideRoad

4 dividing [3] by 3600 gives the spawn frequency of the specific edge-node at

the specific time of day

The calculated spawn frequencies for all edge-nodes can be found in tables
5.7, 5.8 and 5.9. Each row represents the spawn frequencies for a certain edge-
node for the different times of the day.



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