VISSIM 5.30-05 User Manual

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6 The Traffic Network Edit time interval data Delete interval(s) Define new vehicle input Any time entry can only be changed to a value that is in between the neighboring times (i.e. the time sequence cannot be changed; to do so, the given boundary has to be deleted and a new threshold has to be added). 1. Select the time to change. 2. Type in the new time and confirm with ENTER. All flow values remain unchanged. 1. Select the start time of the interval to be deleted. Press CTRL simultaneously to select several rows. 2. Right click and choose DELETE from the context menu. 3. Confirm the upcoming message. If a time interval does not contain any input values, the time interval will be deleted when the Inputs window is closed. Volumes/Compositions Section For each link, the vehicle inputs are arranged in columns, sorted by time interval. For each combination of link and time interval, a data pair consisting of a volume and a vehicle composition may be defined (empty pairs are allowed). It is not possible to define a volume without vehicle composition or vice versa. It is possible to have multiple rows for the same link if there are volumes for different vehicle compositions defined within a time interval. When sorted by link no., these rows are identified by a combined display of the link no. and with the same input flow name (optional). Prior to the definition of vehicle inputs at least one vehicle composition needs to be defined (cf. section 6.4.1). 1. Double-click on the link where the new vehicle input is to be defined. The Vehicle Inputs window opens with the corresponding link no. 2. If a vehicle input already exists, either change it or right click and choose NEW to create a new row for this link. 3. Define the input properties, cf. section 6.4.3.2. Edit data For volume changes: 1. Select the cell to change. 2. Type in the new volume and confirm with ENTER. For composition changes: 1. Select the cell to change. 2. Press the button on the right to open the pull-down list. 3. Select the new composition from the list. For further information and property changes please refer to section 6.4.3.2. 212 VISSIM 5.30-05 © PTV AG 2011
Scale Volume Copy & Paste data Delete vehicle input(s) Automobile Traffic Select the cells with volume values to be multtiplied by the user-defined factor. Click SCALE VOLUMES in the context menu and enter the factor for volume scaling. In the Volumes/Compositions section, the COPY & PASTE commands (similar to the Microsoft Excel method) are available through context menu. Data exchange is permitted within the input window or from/to external data sources (e.g. *.XLS or *.DOC files). ► COPY: Select a source cell or rectangular source region using - SHIFT + cursor keys or - mouse move while holding down left mouse button. ► PASTE: Select a destination region being - congruent (identical dimensions) or - larger than the source region (e.g. source 2x3, destination 6x6 or 10x15; not ok: 3x6 or 6x10). Please disable display of either volumes or compositions before selection, since only one data type can be copied/pasted. Only values of visible columns are copied and pasted (not values that are contained in hidden columns). 1. Select the entire row to be deleted by clicking on the row no. (on the far left of the grid). Press CTRL simultaneously to select several rows. 2. Right click and choose DELETE from the context menu. 3. Confirm the upcoming message. User Manual © PTV AG 2011 213
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VISSIM 5.30-05 User Manual
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Copyright © 2011 PTV Planung Trans
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Table of Contents Important Notice
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Table of Contents 4.3.4.3 Propertie
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Table of Contents 6.4.4.3 Editing 2
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Table of Contents 7.1.4.2 The Windo
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Table of Contents 10.1.2 Output to
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Table of Contents 12.7.6 Route Guid
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Important Notice to Users of Previo
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1 Introduction VISSIM is a microsco
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1.2 The Traffic Simulation Model Th
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The Traffic Simulation Model the te
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2 Program Installation 2.1 System R
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2 Program Installation 2.2 Installa
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2 Program Installation 2.4 The Dist
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3 Program Handling 3.1 The VISSIM D
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3 Program Handling editing (Pedestr
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3 Program Handling SIGNAL CONTROL V
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3 Program Handling License Shows de
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3 Program Handling SELECTION Define
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3 Program Handling PEDESTRIAN MODE
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3 Program Handling 3.1.4 The VISSIM
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3 Program Handling 3.2.2.1 Default
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3 Program Handling 5. Choose the de
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3 Program Handling 3.3.2 Multi-Sele
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3 Program Handling 3.3.3 Label Mode
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3 Program Handling increase by this
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3 Program Handling 3.5.2 Python as
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3 Program Handling def ControlBarri
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3 Program Handling Page Setup Optio
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3 Program Handling 3.7 Decimal Sepa
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4 View Settings 4.1 Display Options
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4 View Settings 4.1.3 Colors model
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4 View Settings These attributes ar
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4 View Settings Traffic Signals ●
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4 View Settings [MAST] Signal mast
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4 View Settings 4.1.5 Language & Un
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4 View Settings Here for each netwo
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4 View Settings 4.2.2.3 User-Defina
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4 View Settings 4.2.3.2 Examples: A
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4 View Settings Pan: Pressing left-
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4 View Settings 4.3.3 3D Animation
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4 View Settings 4. Confirm with OK.
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4 View Settings Mast Double click o
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4 View Settings Signal Head On Mast
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4 View Settings Sign On Mast In the
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4 View Settings Move Tilt 96 VISSIM
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4 View Settings 4.3.6 Fog/Haze Mous
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4 View Settings 4.4 Background Imag
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4 View Settings The size of an imag
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4 View Settings 4.5 Save/Load Setti
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5 Base Data for Simulation 5.1 Acce
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5 Base Data for Simulation step len
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5 Base Data for Simulation 5.2 Dist
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5 Base Data for Simulation 5.2.4 Co
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5 Base Data for Simulation Zugfahrz
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5 Base Data for Simulation 5.2.5.2
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5 Base Data for Simulation Element
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5 Base Data for Simulation If a typ
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5 Base Data for Simulation ● Rear
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5 Base Data for Simulation [STATIC]
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5 Base Data for Simulation [EXTERNA
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5 Base Data for Simulation 5.4 Driv
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5 Base Data for Simulation Because
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5 Base Data for Simulation which is
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5 Base Data for Simulation Lane Cha
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5 Base Data for Simulation Other Pa
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5 Base Data for Simulation 5.4.4 La
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5 Base Data for Simulation Paramete
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5 Base Data for Simulation The vehi
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5 Base Data for Simulation ► spee
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5 Base Data for Simulation veh / h
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5 Base Data for Simulation ● No.:
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5 Base Data for Simulation CON- FIG
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5 Base Data for Simulation 5.6 Mana
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5 Base Data for Simulation ► If t
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5 Base Data for Simulation Travel t
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6 The Traffic Network In this chapt
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Page 163 and 164: 6.2 Data Import/Export Data Import/
Page 165 and 166: Data Import/Export ● Network Elem
Page 167 and 168: Data Import/Export The adaptive SYN
Page 169 and 170: Data Import/Export Specify the path
Page 171 and 172: VISUM VISSIM Blocked Turn for TSys
Page 173 and 174: 6.2.1.5 Adaptive ANM Import Data Im
Page 175 and 176: 6.2.2 Data Export Data Import/Expor
Page 177 and 178: A warning will appear if the VISSIM
Page 179 and 180: Data Import/Export 2. In the Open n
Page 181 and 182: VISUM network object Notes Connecto
Page 183 and 184: 6.2.2.4 FILE - EXPORT - 3DS MAX Dat
Page 185 and 186: Network Coding A link cannot have m
Page 187 and 188: Network Coding The lane width is re
Page 189 and 190: Network Coding ● Visualization:
Page 191 and 192: Split 1. Select link. 2. Choose EDI
Page 193 and 194: 6.3.2 Connectors Network Coding In
Page 195 and 196: [LANE CHANGE] Network Coding ● Wi
Page 197 and 198: [DYNAMIC ASSIGNMENT] (optional modu
Page 199 and 200: Edit data Network Coding Single-sel
Page 201 and 202: 6.3.3 Desired Speed Changes Network
Page 203 and 204: Network Coding ● No.: Unique iden
Page 205 and 206: 5. Confirm OK. Network Coding Prope
Page 207 and 208: Definition Network Coding 1. To ins
Page 209 and 210: The list can be edited via NEW, EDI
Page 211: 6.4.3.1 Creating & Editing Define n
Page 215 and 216: Automobile Traffic - a period of co
Page 217 and 218: 1. Select the link/connector for th
Page 219 and 220: Tabs (Types) Automobile Traffic The
Page 221 and 222: Selection in the Routes window Dele
Page 223 and 224: Combine static routes Automobile Tr
Page 225 and 226: Automobile Traffic User Manual © P
Page 227 and 228: Automobile Traffic No vehicles will
Page 229 and 230: Automobile Traffic [CLOSURES] This
Page 231 and 232: Click on the filter icon in the col
Page 233 and 234: Automobile Traffic will disregard a
Page 235 and 236: Automobile Traffic Placing a routin
Page 237 and 238: Automobile Traffic space is determi
Page 239 and 240: [PARKING SPACES] [SELECTION PARAMET
Page 241 and 242: Automobile Traffic 2. Select a link
Page 243 and 244: Automobile Traffic turning movement
Page 245 and 246: Public Transport It is possible to
Page 247 and 248: Public Transport Relative flow volu
Page 249 and 250: Public Transport If there is no con
Page 251 and 252: 6.5.2.3 Editing Accessing the PT li
Page 253 and 254: ● Minimum: Public Transport If t
Page 255 and 256: Public Transport ● Skipping poss
Page 257 and 258: Public Transport 6. If a departure
Page 259 and 260: Non-Signalized Intersections respon
Page 261 and 262: 6.6.1.2 Creating Non-Signalized Int
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6.6.1.4 Editing - Stop only if: Ac
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1. Place the stop line on the stop
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Example 3 - Step 1 1 t = 0 s x = 5
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Example 3 - Step 3 8 t = 0 s x = 5
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Non-Signalized Intersections Driver
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Non-Signalized Intersections A vehi
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● Safety distance factor: (only f
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Set data by vehicle class Disable a
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[RTOR] (= right turn on red) ● O
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Merging section in Normal display M
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Signal Controllers A signal head is
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6.7.1.3 Editing 1. Select the Signa
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[ACTIVATION] ● Vehicle Classes: T
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6.7.2.4 Editing Signal Controllers
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[SIGTIMTBL. CFG] [SC/DET. REC] Sign
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Signal Controllers Some of the gene
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Signal Controllers Users of the Ext
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Properties & Options Signal Control
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Signal Controllers ► Start the au
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The Menus FILE General data file ma
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Signal Controllers Export parameter
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Signal state sequence State Green F
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Signal Controllers In the editing v
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Signal Controllers Marking a cell i
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Signal Controllers ● Pseudo stage
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6.7.4.5 Editing Stage Sequences (VI
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Signal Controllers Double-click a s
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Signal Controllers The list called
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A second green time can only be def
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Stretch or compress a signal progra
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Zoom in the signal program display
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Signal Controllers - CLASSICAL - 3D
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Signal Controllers By means of dail
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6.7.4.9 Detecting Inconsistent Plan
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Signal Controllers diverging stages
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3. Click the EXPORT command in the
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Signal Controllers The Excel file i
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Signal Controllers SIGNAL_HEAD 912
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7 Simulation of Pedestrians For pra
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7 Simulation of Pedestrians If the
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7 Simulation of Pedestrians 3D Mode
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7 Simulation of Pedestrians 7.1.4.1
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7 Simulation of Pedestrians The pro
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7 Simulation of Pedestrians ● Beh
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7 Simulation of Pedestrians [IN- ST
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7 Simulation of Pedestrians Select
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7 Simulation of Pedestrians In orde
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7 Simulation of Pedestrians Signal-
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7 Simulation of Pedestrians Case 2:
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7 Simulation of Pedestrians 7.1.6 P
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7 Simulation of Pedestrians Define
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7 Simulation of Pedestrians All cha
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7 Simulation of Pedestrians Pedestr
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7 Simulation of Pedestrians Method
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7 Simulation of Pedestrians pedestr
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7 Simulation of Pedestrians In fact
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7 Simulation of Pedestrians 6. Furt
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7 Simulation of Pedestrians Static
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7 Simulation of Pedestrians List of
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7 Simulation of Pedestrians All rou
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7 Simulation of Pedestrians number
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7 Simulation of Pedestrians In this
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7 Simulation of Pedestrians Display
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7 Simulation of Pedestrians The par
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7 Simulation of Pedestrians Add par
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7 Simulation of Pedestrians 7.2 Eva
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7 Simulation of Pedestrians Results
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7 Simulation of Pedestrians 2. Clic
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7 Simulation of Pedestrians - For s
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7 Simulation of Pedestrians v : Spe
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7 Simulation of Pedestrians Column
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7 Simulation of Pedestrians The fil
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7 Simulation of Pedestrians Paramet
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7 Simulation of Pedestrians If a qu
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7 Simulation of Pedestrians 7.2.5 P
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7 Simulation of Pedestrians The fol
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7 Simulation of Pedestrians Scheme
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7 Simulation of Pedestrians - be ov
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7 Simulation of Pedestrians Example
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7 Simulation of Pedestrians 7.5 Sim
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7 Simulation of Pedestrians As for
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7 Simulation of Pedestrians ► tau
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7 Simulation of Pedestrians In the
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7 Simulation of Pedestrians 7.7 Fie
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7 Simulation of Pedestrians 7.7.1 O
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7 Simulation of Pedestrians 7.7.2 S
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7 Simulation of Pedestrians 3. Crea
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7 Simulation of Pedestrians 6. Edit
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7 Simulation of Pedestrians 8. Crea
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7 Simulation of Pedestrians 10. Cre
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8 Simulation and Test The parameter
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● Comment: Text to identify the s
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Simulation of Vehicles and Pedestri
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Properties & Options Simulation of
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Test of Signal Control without Traf
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8.2.3.2 Green Time Statistics (*.AG
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9 Presentation For presentiations,
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Animation If option Save vehicle/p
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9.2 Recording 3D Video files Record
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Recording 3D Video files - A sinus-
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Recording 3D Video files All change
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10 Output of Results VISSIM offers
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Evaluation type Analyzer database S
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► SIGNAL CHANGES: Displays a chro
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Enabling Evaluations The filenames
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MS Access can only be applied to th
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► Travel Times (raw data): cf. se
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Example Runtime Messages steps perf
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[ACTIONS] Runtime Messages ● STAR
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[VERSIONS] Runtime Messages In cert
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Runtime Messages For some errors, a
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11 Evaluation Types for Simulations
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12 Dynamic Assignment 12.1 Introduc
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12 Dynamic Assignment Example: If w
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12 Dynamic Assignment 12.3 Building
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12 Dynamic Assignment [DYNAMIC ASSI
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12 Dynamic Assignment Right clickin
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12 Dynamic Assignment You may conve
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12 Dynamic Assignment Multi Selecti
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12 Dynamic Assignment Edit data Con
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12 Dynamic Assignment Manual adjust
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12 Dynamic Assignment Edge attribut
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12 Dynamic Assignment 1. To open th
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12 Dynamic Assignment The buttons s
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12 Dynamic Assignment Matrix file f
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12 Dynamic Assignment ► With data
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12 Dynamic Assignment 12.5 Simulate
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12 Dynamic Assignment TO n, κ i =
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12 Dynamic Assignment 12.6 Route Se
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12 Dynamic Assignment Again the sen
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12 Dynamic Assignment ALTERNATIVE P
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12 Dynamic Assignment 12.7 Optional
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12 Dynamic Assignment average of th
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12 Dynamic Assignment However, the
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12 Dynamic Assignment Other than dy
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12 Dynamic Assignment 2. Increase t
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12 Dynamic Assignment in VISSIM can
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12 Dynamic Assignment ● Search p
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12 Dynamic Assignment - The identif
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12 Dynamic Assignment ● Archive
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12 Dynamic Assignment 12.9 Initial
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12 Dynamic Assignment For more deta
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12 Dynamic Assignment 3. Select opt
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13 VISSIM Programming Interfaces (A
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14 Glossary of Files associated wit
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15 Service & Support 15.1 Online He
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15 Service & Support [SEARCH] Full-
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15 Service & Support - one of the h
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15 Service & Support 15.3 Contact I
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15 Service & Support 15.4 Services
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