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VISSIM 5.30-05 User Manual

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6 The Traffic Network<br />

Filter<br />

option<br />

Additionally, the Routes section provides option Show only routes over link:<br />

► Check this option and<br />

► Select one of the <strong>VISSIM</strong> network links from the list.<br />

Then only those routes will be listed in the Routes section which traverse<br />

this link. Simultaneously, they will be highlighted in the network display.<br />

6.4.4.6 How Routing Decisions Come Into Action<br />

Routes<br />

in general<br />

Partial<br />

Routes<br />

During the simulation each vehicle that passes a routing decision point is<br />

assigned a specific route unless it already has a route assigned to it. The<br />

stochastic distribution onto multiple routes at a single routing decision point<br />

is based on a Monte Carlo methodology; in other words the percentage of<br />

vehicles on each route corresponds directly to the routes’ designated<br />

relative flow volume. A vehicle that is assigned to a specific route chooses<br />

its travel lane on multiple lane roadways independently so that it can reach<br />

the next connector along its route. As soon as it reaches a certain range<br />

defined as Lane change parameter of the next downstream connector that<br />

is included in its route, it tries to change to a lane that leads to this<br />

connector. From this point the vehicle will not change to a lane not leading<br />

to the connector for the purpose of passing a slower vehicle except when it<br />

approaches a PT vehicle that stops.<br />

In the 2D mode, a lane change is indicated by a short red bar at the front of<br />

the vehicle (indicator) and in the 3D model as a flashing indicator (if it is<br />

defined in the 3D model).<br />

Vehicles on the destination travel lane of the indicating vehicle will cooperate<br />

in allowing the vehicle to change lanes according to their driving<br />

behavior parameters (cf. section 5.4.3).<br />

A routing decision needs to be placed well in advance of the point where<br />

the routes divide into different directions. This is to allow the vehicle to react<br />

to its new destination. In addition, for multi-lane links it is to avoid unrealistic<br />

queues due to the fact that at a routing decision all vehicles will get routing<br />

information and thus more weaving might appear in the simulation than in<br />

reality. As a rule-of-thumb, the routing decision should be placed further upstream<br />

than the longest queue expected on that link (but - of course -<br />

downstream of the end of all previous routes).<br />

For example, partial routes can be used to model route diversion caused by<br />

variable message signs (VMS) without the need to change each individual<br />

route that passes the section where the VMS is active. Instead simply one<br />

partial routing decision with two routes (if there are two alternative routes<br />

possible) and the desired proportions of traffic assigned to these partial<br />

routes need to be defined.<br />

Recommended placement<br />

When a sequence of routing decisions is used (e.g. modeling turning movements<br />

for each junction separately) it is important to remember that a vehicle<br />

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

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