VISSIM 5.30-05 User Manual

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2 Program Installation VISSIM is designed to run on systems with Microsoft Windows 7 and XP and with Vista. This chapter contains the following information: ► Technical requirements ► Reference to the VISSIM Installation Guide ► Access to the EXAMPLES folder ► The VISSIM Viewer User Manual © PTV AG 2011 27
Page 1 and 2: VISSIM 5.30-05 User Manual
Page 3 and 4: Copyright © 2011 PTV Planung Trans
Page 5 and 6: Table of Contents Important Notice
Page 7 and 8: Table of Contents 4.3.4.3 Propertie
Page 9 and 10: Table of Contents 6.4.4.3 Editing 2
Page 11 and 12: Table of Contents 7.1.4.2 The Windo
Page 13 and 14: Table of Contents 10.1.2 Output to
Page 15: Table of Contents 12.7.6 Route Guid
Page 18 and 19: Important Notice to Users of Previo
Page 21 and 22: 1 Introduction VISSIM is a microsco
Page 23 and 24: 1.2 The Traffic Simulation Model Th
Page 25: The Traffic Simulation Model the te
Page 29 and 30: System Requirements In case of prob
Page 31 and 32: 2.3 Access to the EXAMPLES folder A
Page 33 and 34: 3 Program Handling Similar to other
Page 35 and 36: 3.1.1 The VISSIM Menus The VISSIM D
Page 37 and 38: Show Background The VISSIM Desktop
Page 39 and 40: PRE- SENTATION file *.SNP Create an
Page 41 and 42: To edit the menu content 1. Right c
Page 43 and 44: NETWORK ELEMENTS The VISSIM Desktop
Page 45 and 46: The VISSIM Desktop 4. In the [COMMA
Page 47 and 48: 3.2 Keyboard and Mouse Operation Ke
Page 49 and 50: Keyboard and Mouse Operation + Incr
Page 51 and 52: 3.3 Selection of Network Elements S
Page 53 and 54: 3.3.2.2 Properties & Options: Editi
Page 55 and 56: 3.4 The VISSIM Command Line Operati
Page 57 and 58: 3.5 The COM Interface (Optional Mod
Page 59 and 60: The COM Interface (Optional Module)
Page 61 and 62: 3.6 Print Output Print Output This
Page 63 and 64: Print Output The language displayed
Page 65 and 66: 4 View Settings VISSIM offers the d
Page 67 and 68: Display Options ● Lane marking (w
Page 69 and 70: Display Options The following optio
Page 71 and 72: 4.1.4 3D Display Options VIEW - OPT
Page 73 and 74: Display Options ● ADD: Opens the
Page 75 and 76: [SIGNAL HEAD] Display Options ● L
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4.2 The 2D Graphics Mode The 2D Gra
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Defined by type Defined by class De
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The 2D Graphics Mode The color code
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4.3 The 3D Graphics Mode The 3D Gra
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4.3.1.3 Changing the Field of View
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4.3.4 3D Signals 4.3.4.1 Creating T
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Move Entire Signal: Select the sign
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The 3D Graphics Mode ● EDIT ARM /
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The 3D Graphics Mode With a fixed t
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4.3.4.4 Editing The 3D Graphics Mod
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Rotate 4.3.5 Static 3D objects The
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The 3D Graphics Mode VISSIM does no
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Background Images 1. Go to VIEW - B
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Background Images 1. Maps and plans
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5 Base Data for Simulation The stoc
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Acceleration and Deceleration Funct
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Acceleration and Deceleration Funct
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Distributions be smaller than the r
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The model distribution is used inst
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Distributions [DOORS] This tab cont
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Menu bar File selection Distributio
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Section Details Section States Sect
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● Normal distribution: A normal d
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5.3 Vehicle Type, Class and Categor
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[FUNCTIONS & DISTRIBU- TIONS] ● A
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5.3.2 Vehicle Classes Vehicle Type,
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5.4.1 The “Wiedemann” Approach
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Driving Behavior ● The number of
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Driving Behavior ● CC6 (Speed dep
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Necessary Lane Change (Route) Drivi
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Driving Behavior ● Maximum decele
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Driving Behavior the vehicle is ins
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- uncheck “All” vehicle classes
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Behavior at red/amber signal Drivin
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Driving Behavior Scenario Right-sid
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5.5 Links: Behavior Type and Displa
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Links: Behavior Type and Display Ty
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[PEDESTRIANS] Links: Behavior Type
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Managed Lane Facilities & Toll Pric
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5.6.1.2 The Decision Model Managed
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Managed Lane Facilities & Toll Pric
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6 The Traffic Network 6.1 Overview
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6 The Traffic Network Dynamic data
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6 The Traffic Network ● Insert Po
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6 The Traffic Network Choose the sp
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6 The Traffic Network Route volumes
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6 The Traffic Network ● Show war
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6 The Traffic Network VISUM VISSIM
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6 The Traffic Network Adaptive ANM
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6 The Traffic Network VISUM network
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6 The Traffic Network 5. Click OK t
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6 The Traffic Network VISUM network
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6 The Traffic Network ● Check opt
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6 The Traffic Network 6.3 Network C
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6 The Traffic Network 6.3.1.2 Prope
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6 The Traffic Network ● NO LANE C
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6 The Traffic Network 6.3.1.3 Editi
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6 The Traffic Network Edit curvatur
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6 The Traffic Network [DISPLAY] Tak
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6 The Traffic Network Select Single
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6 The Traffic Network Edit curvatur
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6 The Traffic Network Upon arriving
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6 The Traffic Network Editing The R
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6 The Traffic Network If the desire
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6 The Traffic Network 6.4 Automobil
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6 The Traffic Network - starting ti
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6 The Traffic Network Edit time int
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6 The Traffic Network bar) prior to
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6 The Traffic Network A routing dec
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6 The Traffic Network Time Interval
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6 The Traffic Network Shift positio
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6 The Traffic Network COMBINE ROUTE
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6 The Traffic Network A vehicle to
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6 The Traffic Network For each rout
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6 The Traffic Network Filter option
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6 The Traffic Network Managed Lanes
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6 The Traffic Network 1. For the us
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6 The Traffic Network 4. Once the p
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6 The Traffic Network a symmetric m
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6 The Traffic Network routing decis
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6 The Traffic Network 6.5 Public Tr
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6 The Traffic Network If a platform
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6 The Traffic Network Delete ► In
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6 The Traffic Network ● START TIM
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6 The Traffic Network ● PT stop
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6 The Traffic Network - For passeng
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6 The Traffic Network stop (specifi
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6 The Traffic Network 6.6 Non-Signa
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6 The Traffic Network VISSIM suppor
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6 The Traffic Network - Alternative
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6 The Traffic Network Both, the loc
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6 The Traffic Network Example 3 - S
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6 The Traffic Network Example 3 - S
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6 The Traffic Network ► if vehicl
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6 The Traffic Network ● Front Gap
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6 The Traffic Network 6.6.2.4 Editi
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6 The Traffic Network ► Right tur
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6 The Traffic Network The illustrat
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6 The Traffic Network 6.7 Signal Co
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6 The Traffic Network [OTHER] ● S
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6 The Traffic Network 6.7.3.1 Creat
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6 The Traffic Network SCATS users r
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6 The Traffic Network The Ring Barr
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6 The Traffic Network they will sti
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6 The Traffic Network When an elder
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6 The Traffic Network the mean dela
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6 The Traffic Network [VIEW] This t
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6 The Traffic Network Signal states
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6 The Traffic Network To the new si
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6 The Traffic Network Right-click i
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6 The Traffic Network 8. Skip to th
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6 The Traffic Network Display optio
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6 The Traffic Network 2. Furthermor
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6 The Traffic Network Double-click
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6 The Traffic Network signal state
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6 The Traffic Network Signal state
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6 The Traffic Network VISSIG add-on
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6 The Traffic Network You may edit
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6 The Traffic Network Blue backgrou
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6 The Traffic Network Via the conte
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6 The Traffic Network In stage 2, t
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6 The Traffic Network ● *.PNG ●
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6 The Traffic Network 3. Click the
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6 The Traffic Network Each connecti
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7 Simulation of Pedestrians In VISS
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7.1 The Pedestrians Editor (Add-on)
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The Pedestrians Editor (Add-on) To
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The Pedestrians Editor (Add-on) For
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The Pedestrians Editor (Add-on) - W
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The Pedestrians Editor (Add-on) ●
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Definition For multi-storey modelin
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Appearance of a highlighted element
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In contrast to links carrying vehic
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The Pedestrians Editor (Add-on) rig
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Priority Rule window The Pedestrian
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[DISPLAY] 7.1.5.3 Editing The Pedes
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The Pedestrians Editor (Add-on) ped
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Define new input of pedestrians T
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The Pedestrians Editor (Add-on) - T
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The Pedestrians Editor (Add-on) Ove
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7.1.8.4 Creating The Pedestrians Ed
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Partial routing decisions with rout
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7.1.8.7 Editing Graphical selection
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The Pedestrians Editor (Add-on) Exa
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The Pedestrians Editor (Add-on) - T
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The Pedestrians Editor (Add-on) Onc
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Scenario 3: Survey/interview The Pe
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7.1.9 Area-based Walking Behavior T
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The Pedestrians Editor (Add-on) Add
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Evaluation Types for Simulations of
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Date: Monday, July 28, 2009 9:11:44
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Click CTRL simultaneously to select
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● The Selected parameters are dis
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7.3 2D Visualization of Pedestrian
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2D Visualization of Pedestrian Traf
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Global Settings By Display Type By
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2D Visualization of Pedestrian Traf
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7.4 3D Visualization of Pedestrian
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Simulation of Pedestrians: Precondi
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Parameters of the Social Force Mode
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Level of Interaction: Helbing Model
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Fields of Application & Requirement
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5. Choose an appropriate 3D Model,
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7. Create some more station geometr
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11. Create a Route from this input
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8 Simulation and Test 8.1 Simulatio
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8 Simulation and Test The larger th
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8 Simulation and Test If the VISSIM
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8 Simulation and Test calculation f
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8 Simulation and Test 8.2.2 Using M
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8 Simulation and Test When testing
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8 Simulation and Test German Defini
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8 Simulation and Test 8.2.3.3 Time-
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9 Presentation 9.1 Animation For th
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9 Presentation language for import
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9 Presentation 3. Press NEW... to c
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9 Presentation ● NEW: Creates a n
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9 Presentation 4. The Video Compres
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10 Output of Results 10.1 Enabling
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10 Output of Results 10.1.1 Output
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10 Output of Results [VEHICLES] [SI
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10 Output of Results Furthermore, t
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10 Output of Results [CONNECTION] T
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10 Output of Results 10.2 Runtime M
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10 Output of Results It is not safe
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10 Output of Results [HOTLINE PACKA
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10 Output of Results [LOG] In certa
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11 Evaluation Types for Simulations
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Properties & Options ● No.: A uni
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► Table with two columns: - trave
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Delay Times ● Time: Enter the sta
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11.3 Data Collection Data Collectio
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Data Collection The selected data i
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Raw data output: Column Description
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● Queue Definition defines the qu
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11.5 Green Time Distribution Green
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86 1 * 89 1 * 90 1 * 91 1 * 106 1 *
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11.7 Vehicle Record Vehicle Record
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Vehicle Record To calculate the tot
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Vehicle Record Parameter Definition
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Vehicle Record Parameter Definition
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List of interaction states Status D
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11.8 Dynamic Signal Timing Plan Dyn
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Dynamic Signal Timing Plan ► Mult
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Add column Delete column Save layou
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24.0 24.0...IIII............ 25.0 2
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Signal Changes - New signal state -
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Link Evaluation ● The selected pa
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Link Evaluation Parameter Definitio
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11.12 Node Evaluation Node Evaluati
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Results Node Evaluation The results
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Node Evaluation Parameter Definitio
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Raw data output: Column Header Defi
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Filter Set a filter with regard to
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Parameter name in the list box Netw
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11.14 Observer Observer The observe
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Lane Changes - Distance [m] between
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11.17 Vehicle Input Vehicle Input T
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11.19 Export Once option Export is
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Special Evaluations (Discharge rate
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11.21 Paths Evaluation Paths Evalua
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Paths Evaluation Parameter Definiti
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11.22 Convergence Evaluation Conver
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11.23 Managed Lanes Managed Lanes M
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11.24 Analyzer Report Analyzer Repo
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Analyzer Report All the reports are
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nodes) Analyzer Report Reports Netw
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New Interval Delete Interval Edit I
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Analyzer Report The Preview Setting
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Analyzer Report If you have loaded
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Movement Group Delay Travel Times T
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VEHICLE_DATA Column Description Ite
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0 = Right-side Traffic, 1 = Left-si
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id Link type number Name Link type
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Analyzer Report The network and LOS
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12 Dynamic Assignment Without the D
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12.2 Principle Principle The Dynami
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Principle of Dynamic Assignment Inp
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Building an Abstract Network is rem
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Building an Abstract Network When m
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In the network file, node data is s
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Building an Abstract Network of ori
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Edit polygon Edit segments Building
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12.3.2.5 Converting a Node Select p
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Building an Abstract Network ► Th
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Building an Abstract Network An edg
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Building an Abstract Network If you
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12.4 Traffic Demand Traffic Demand
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12.4.2 Trip Chain Files Traffic Dem
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::= floating point number (for exam
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Simulated Travel Time and General C
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Simulated Travel Time and General C
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U = 1 j C j where Uj = utility of r
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Route Search and Route Choice it is
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Route Search and Route Choice For c
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Optional Enhancements of the Model
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Optional Enhancements of the Model
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Condition selection list: Strategy
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12.8 Assignment Control 12.8.1 Path
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● Travel Time on Paths computes
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Closed edges are shown in red color
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The subroute to be closed is define
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Assignment Control on the same link
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Assignment Control either up or dow
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Initial Solution from VISUM During
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- [TIME INTERVAL] in VISUM: Initial
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13 VISSIM Programming Interfaces (A
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13.2 External Driver Model - Driver
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13.4 Car2X Module Car2X Module The
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Emission Calculation - EmissionMode
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14 Glossary of Files associated wit
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Extension Name Content *.MER Data c
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14.2 Test Mode Files Extension Name
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14.4 ANM Import Files Extension Nam
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Extension Name Content Other Data F
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15 Service & Support User Manual ©
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[INDEX] Search in list of index ent
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15.1.2 Show topic Use the buttons t
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15.2 License Info License Info For
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15.3.2 Technical Hotline Contact In
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