The name is absent



CHAPTER 6. CONCLUSION

71


for both traffic densities.

controller

density

ATWT

TWQL

marching

HD

304

2346

optim

HD

406

2467

request

HD

234

1294

phase

HD

242

1164

platoon

HD

x

x

marching

LD

282

1128

optim

LD

332

1040

request

LD

45

6

phase

LD

116

101

platoon

LD

24

0

Table 6.2: Scenario 2: Best results

The request, phase and platoon controller are better than the optim controller.

The request controller at high traffic density reduces the ATWT with 51% and
the TWQL with 47% compared with the optim controller. For low traffic density
there is a reduction of 86% for ATWT and 99% for TWQL.

For the phase controller the reduction is 50% for ATWT and 52% for TWQL,
at high traffic density. At low traffic density, the controller reduces the ATWT
with 65% and the TWQL with 90%.

For the platoon controller a problem is discovered at high traffic density. When
all roads are congested, and the conditions for
platoon is crossing are satisfied,
almost all traffic is blocked. This problem can be solved with an extra rule for the
controller (one of the following):

the case platoon is crossing is stopped when a maximum time has reached.

when a possible destination lane is full, the case platoon is crossing is
stopped when a maximum time has reached.

The first rule can cut platoons when no problem occurs, the second rule need
sensors at all inputs and outputs of a junction but will not cut a platoon when no
problem occurs. It is also possible to give a bigger value to busses or other longer
vehicles when the condition
platoon is crossing is checked.



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