Editing node attributes in the list view

In the list view, each row describes a node property.

1.  In the network, double-click the node that you want to edit.

The Junction editor displays the selected node, the list view displays corresponding properties.

2.  Make the desired changes here.

Note: Some layout and editing functions can be found in the shortcut menu of the list and the header row.

Editing node attributes

You can edit the editable attributes of the node in the list in different ways, depending on the attribute:

Note: The input options of the list view depend on the setting under Edit > User preferences > entry User interface > Junction editor (Adjusting the display and the input options of the list view).

You can, for example, display the following node attributes in the list view.

Note: You can edit the attribute selection of the list (Adjusting the attribute selection in the Junction editor).

Element

Description

Number

Unique number of the node

The nodes are numbered consecutively. You can overwrite the preset number with a number that does not yet exist in the network.

Note

If you edit the node number, existing assignment results will be deleted for all demand segments.

Type number

The node type (0...99) categorizes the node for the definition of turn standards (Managing turns).

Note

The standard type is 0.

Code

Code of the node

Name

Name of the node

AddValue1 - AddValue3

Free attributes which you can use to enter additional values.

Tip

If you want to allocate additional information to a network object, you can also create user-defined attributes (Managing user-defined attributes).

Capacity PrT

Allowed hourly PrT capacity of the node

t0 PrT

Private transport turning time in an unloaded network

X-Coordinate

Y-Coordinate

Z-Coordinate

Coordinates of the node in the network

The coordinates are assigned automatically according to the set coordinate system (Selecting a coordinate system).

Tip

You need Z-coordinates (height) for the 3D display in Vissim The elevation data is exported during an ANM export.

Control type

Use the drop-down list to select the control type of the node.

  • Unknown
  • Uncontrolled
  • Two-way stop
  • Two-way yield
  • Signalized
  • All-way stop
  • Roundabout

Use preset method for impedance at node

If the option has been selected, the method set under attribute Method for impedances at node will be used.

If the option has not been selected, the Standard method will be used that is set under the Calculate > General procedure settings > menu, PrT settings > Node impedances page (Selecting the method for node impedance calculation).

Method for impedance at node

You can use the list box to select a method for the impedance calculation of the displayed node if the Use preset method for impedance at node option has been selected (Selecting the method for node impedance calculation).

ICA sneakers

Minimum number of vehicles in [veh/cycle], which make a successful left turn (right-hand traffic) or a successful right turn (left-hand traffic)

Note

One value applies to all movements at the node.

ICA peak hour factor volume adjustment

Factor for adjustment of the initial volume to the peak period

Enter a value between 0.25 and 1.

Note

Volumes are multiplied by both node and turn adjustment factors.

ICA is central business district

Specify whether the main node lies within the CBD

ICA use preset loss time

If the option has been selected, the set ICA loss time is used.

If the option has not been selected, the internally calculated value is used.

ICA loss time

For nodes with a signal group-based controller, to which no signal controller has been allocated, you can specify a user-defined loss time.

Design volume

Sum of the volumes of all turns in vehicles and car units

Design volume capacity ratio PrT

The definition of this value depends on the impedance calculation at the node.

By default it equals the quotient of the total volume and the total capacity of the node, i.e. in each case the total of the respective values of all turns.

Turn tCur mean

Mean waiting time per car unit

Turn tCur total

Total of the wait times of all turns within the design time interval

Turn tCur maximum

Maximum waiting time for a car unit

Has automatic major flow

Calculated attribute which indicates whether a manual or an automatic major flow exists

Main nodes

Here you can edit the allocation of the node to a main node.