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VISSIM 5.30-05 User Manual

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6 The Traffic Network<br />

Example 3 - Step 2<br />

4 t = 0 s<br />

x = 5 m<br />

v = 180 km/h<br />

grün = Lkw/Bus<br />

green = HGV/Bus<br />

4<br />

5<br />

Querverkehrsstörungen<br />

für einen zweistreifigen Kreisverkehr<br />

mit zweistreifiger Zufahrt<br />

Priority rules<br />

for a two-lane roundabout<br />

with a two-lane entry<br />

Spur 1<br />

(lane 1)<br />

Spur 2<br />

(lane 2)<br />

Legende (legend)<br />

t: Zeitlücke<br />

(min. gap time)<br />

x: Weglücke<br />

(min. headway)<br />

v: max. Geschwindigkeit<br />

(max. speed)<br />

gestörter Querschnitt<br />

(stop line)<br />

störender Querschnitt<br />

(conflict marker)<br />

268 <strong>VISSIM</strong> <strong>5.30</strong>-<strong>05</strong> © PTV AG 2011<br />

1-5<br />

5 t = 3.6 s<br />

x = 0 m<br />

v = 180 km/h<br />

rot = Lkw/Bus<br />

red = HGV/Bus<br />

The previously entered priority rules (Nos.1-3) are valid for all vehicle<br />

classes. In the case where a long vehicle within the roundabout passes the<br />

conflict area, the minimum speed condition (No.1) is not sufficient. It could<br />

happen that vehicles entering the roundabout crash into an HGV/truck. To<br />

avoid this, another conflict marker needs to be added (No.4) to the same<br />

stop line as Nos.1-3 but valid only for long vehicles approaching the green<br />

bar (in this case HGVs and Buses).<br />

To finish off the priority rules related to lane 1 another one is needed to<br />

consider entering vehicles having a lower acceleration capability than cars.<br />

For this purpose priority rule No.5 is used. In contrast to all the existing<br />

priority rules, this one needs a new stop line because a different set of<br />

vehicle classes (HGV & Bus) is affected. It is placed at the same location as<br />

No.2 but with a higher gap time of 3.6s.

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