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VISSIM 5.30-05 User Manual

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5 Base Data for Simulation<br />

► speed distribution 48-58 km/h,<br />

► standard driving parameters except the values for both bx_add and<br />

bx_mult which are shown on the x-axis (in this example bx_add equals<br />

bx_mult -1),<br />

► one time step per simulation second.<br />

veh / h / lane<br />

2400<br />

2200<br />

2000<br />

1800<br />

1600<br />

1400<br />

Saturation Flow<br />

1200<br />

2,00 2,25 2,50 2,75 3,00 3,25 3,50 3,75 4,00 4,25 4,50<br />

bx_mult (=bx_add+1)<br />

Wiedemann 99 Car Following Model<br />

Scenario 74, 0% HGV<br />

Scenario 74, 5% HGV<br />

CC1 is the parameter which has a major influence on the safety distance and<br />

thus affects the saturation flow rate. Apart from that the saturation flow rate is<br />

also dependent on many other parameters, such as vehicle speed, truck<br />

percentage, no. of lanes etc.<br />

All the following scenarios are based on Wiedemann 99 car following model<br />

with default parameters, except for the parameter CC1 which is shown on<br />

the x-axis in the graphs below (one time step per simulation second).<br />

The main properties of each scenario shown in the following graphs are:<br />

Scenario Right-side rule Lanes Speed cars* Speed HGV* % HGV<br />

99-1 no 2 80 n.a. 0%<br />

99-2 no 2 80 85 15%<br />

99-3 yes 2 80 n.a. 0%<br />

99-4 yes 2 80 85 15%<br />

99-5 yes 2** 120 n.a. 0%<br />

99-6 yes 2 120 85 15%<br />

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

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