VISSIM 5.30-05 User Manual

More documents

Recommendations

Info

5 Base Data for Simulation ► If the predefined occupancy rate is 1 for vehicle type A, then all vehicles of type A are assumed to have only the driver sitting in them. ► If the predefined occupancy rate is 1.4 for vehicle type B, then 60% of the vehicles of type B are assumed to have only the driver sitting in them and 40% are assumed to have driver and co-driver sitting in them. The Pricing update interval defines, how often the travel times (i.e. travel time savings and average speed values) and the particular road toll are recalculated. Travel times and road toll are valid throughout the current Pricing update interval and will be re-calculated when a new Pricing update interval starts. Optionally user-defined moments of time can be regarded additionally for toll pricing re-calulation: After re-calculation at a user-defined time the general Pricing update interval will be regarded again for the next re-calculation. For Time interval definition please refer to section 6.4.3.1. Road toll per occupancy rate and time interval Road toll is defined by time interval. You may apply it in two ways: ► Road toll is a constant value (fixed price) ► Road toll is derived from a user-defined calculation model: Click to call the selection list and make your choice. There are two options: - Select one of the pricing models from the list predefined via menu TRAFFIC - TOLL PRICING CALCULATION MODELS - Select to call the Toll Pricing Calculation Models window directly. For fixed price = 0.0 no road toll is charged. Also a user-defined calculation model may result in road toll = 0.0. Road toll = 0.0 does not automatically mean that all vehicles would take the managed lane (cf. section 5.6.1.2). Road toll is calculated according to the selected calculation model at each managed lane facility for each of the three user classes and remains valid until the next pricing update. In the network, the managed lane facilities´ moments of time when a pricing update has to be calculated can differ. 154 VISSIM 5.30-05 © PTV AG 2011
5.6.1.2 The Decision Model Managed Lane Facilities & Toll Pricing Models The decision model calculates the number of vehicles actually using the managed lane. For probability calculation, a Logit model is applied using the following equation: α * U e Managed 1 P( Managed ) = 1 − = 1 − α * U U e U e Managed α * e Unmanaged + * Δ + 1 α Here, the utility difference results from the travel time difference (TT savings = unmanaged TT - managed TT in [min]) and from the cost difference (charges) between managed route and unmanaged route: Δ Utility = CostCoefficient * ΔCost + TimeCoefficient * ΔTime Enter the following parameters: ● Logit-Alpha (Default = 0.05) ● Utility-Coefficient Cost (optionally by vehicle class) ● Utility-Coefficient Time [min] (optionally by vehicle class) For vehicles of a type that does not belong to any of the given classes the default coefficients are used. For vehicles of a type that belongs to several of the given classes the values specified for the vehicle class with the lowest number the vehicle type belongs to will be used. User Manual © PTV AG 2011 155
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 28 and 29:
2 Program Installation 2.1 System R
Page 30 and 31:
2 Program Installation 2.2 Installa
Page 32 and 33:
2 Program Installation 2.4 The Dist
Page 34 and 35:
3 Program Handling 3.1 The VISSIM D
Page 36 and 37:
3 Program Handling editing (Pedestr
Page 38 and 39:
3 Program Handling SIGNAL CONTROL V
Page 40 and 41:
3 Program Handling License Shows de
Page 42 and 43:
3 Program Handling SELECTION Define
Page 44 and 45:
3 Program Handling PEDESTRIAN MODE
Page 46 and 47:
3 Program Handling 3.1.4 The VISSIM
Page 48 and 49:
3 Program Handling 3.2.2.1 Default
Page 50 and 51:
3 Program Handling 5. Choose the de
Page 52 and 53:
3 Program Handling 3.3.2 Multi-Sele
Page 54 and 55:
3 Program Handling 3.3.3 Label Mode
Page 56 and 57:
3 Program Handling increase by this
Page 58 and 59:
3 Program Handling 3.5.2 Python as
Page 60 and 61:
3 Program Handling def ControlBarri
Page 62 and 63:
3 Program Handling Page Setup Optio
Page 64 and 65:
3 Program Handling 3.7 Decimal Sepa
Page 66 and 67:
4 View Settings 4.1 Display Options
Page 68 and 69:
4 View Settings 4.1.3 Colors model
Page 70 and 71:
4 View Settings These attributes ar
Page 72 and 73:
4 View Settings Traffic Signals ●
Page 74 and 75:
4 View Settings [MAST] Signal mast
Page 76 and 77:
4 View Settings 4.1.5 Language & Un
Page 78 and 79:
4 View Settings Here for each netwo
Page 80 and 81:
4 View Settings 4.2.2.3 User-Defina
Page 82 and 83:
4 View Settings 4.2.3.2 Examples: A
Page 84 and 85:
4 View Settings Pan: Pressing left-
Page 86 and 87:
4 View Settings 4.3.3 3D Animation
Page 88 and 89:
4 View Settings 4. Confirm with OK.
Page 90 and 91:
4 View Settings Mast Double click o
Page 92 and 93:
4 View Settings Signal Head On Mast
Page 94 and 95:
4 View Settings Sign On Mast In the
Page 96 and 97:
4 View Settings Move Tilt 96 VISSIM
Page 98 and 99:
4 View Settings 4.3.6 Fog/Haze Mous
Page 100 and 101:
4 View Settings 4.4 Background Imag
Page 102 and 103:
4 View Settings The size of an imag
Page 104 and 105: 4 View Settings 4.5 Save/Load Setti
Page 106 and 107: 5 Base Data for Simulation 5.1 Acce
Page 108 and 109: 5 Base Data for Simulation step len
Page 110 and 111: 5 Base Data for Simulation 5.2 Dist
Page 112 and 113: 5 Base Data for Simulation 5.2.4 Co
Page 114 and 115: 5 Base Data for Simulation Zugfahrz
Page 116 and 117: 5 Base Data for Simulation 5.2.5.2
Page 118 and 119: 5 Base Data for Simulation Element
Page 120 and 121: 5 Base Data for Simulation If a typ
Page 122 and 123: 5 Base Data for Simulation ● Rear
Page 124 and 125: 5 Base Data for Simulation [STATIC]
Page 126 and 127: 5 Base Data for Simulation [EXTERNA
Page 128 and 129: 5 Base Data for Simulation 5.4 Driv
Page 130 and 131: 5 Base Data for Simulation Because
Page 132 and 133: 5 Base Data for Simulation which is
Page 134 and 135: 5 Base Data for Simulation Lane Cha
Page 136 and 137: 5 Base Data for Simulation Other Pa
Page 138 and 139: 5 Base Data for Simulation 5.4.4 La
Page 140 and 141: 5 Base Data for Simulation Paramete
Page 142 and 143: 5 Base Data for Simulation The vehi
Page 144 and 145: 5 Base Data for Simulation ► spee
Page 146 and 147: 5 Base Data for Simulation veh / h
Page 148 and 149: 5 Base Data for Simulation ● No.:
Page 150 and 151: 5 Base Data for Simulation CON- FIG
Page 152 and 153: 5 Base Data for Simulation 5.6 Mana
Page 156 and 157: 5 Base Data for Simulation Travel t
Page 159 and 160: 6 The Traffic Network In this chapt
Page 161 and 162: Overview - Instead of clicking DATA
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 and 212:
6.4.3.1 Creating & Editing Define n
Page 213 and 214:
Scale Volume Copy & Paste data Dele
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
Page 263 and 264:
6.6.1.4 Editing - Stop only if: Ac
Page 265 and 266:
1. Place the stop line on the stop
Page 267 and 268:
Example 3 - Step 1 1 t = 0 s x = 5
Page 269 and 270:
Example 3 - Step 3 8 t = 0 s x = 5
Page 271 and 272:
Non-Signalized Intersections Driver
Page 273 and 274:
Non-Signalized Intersections A vehi
Page 275 and 276:
● Safety distance factor: (only f
Page 277 and 278:
Set data by vehicle class Disable a
Page 279 and 280:
[RTOR] (= right turn on red) ● O
Page 281 and 282:
Merging section in Normal display M
Page 283 and 284:
Signal Controllers A signal head is
Page 285 and 286:
6.7.1.3 Editing 1. Select the Signa
Page 287 and 288:
[ACTIVATION] ● Vehicle Classes: T
Page 289 and 290:
6.7.2.4 Editing Signal Controllers
Page 291 and 292:
[SIGTIMTBL. CFG] [SC/DET. REC] Sign
Page 293 and 294:
Signal Controllers Some of the gene
Page 295 and 296:
Signal Controllers Users of the Ext
Page 297 and 298:
Properties & Options Signal Control
Page 299 and 300:
Signal Controllers ► Start the au
Page 301 and 302:
The Menus FILE General data file ma
Page 303 and 304:
Signal Controllers Export parameter
Page 305 and 306:
Signal state sequence State Green F
Page 307 and 308:
Signal Controllers In the editing v
Page 309 and 310:
Signal Controllers Marking a cell i
Page 311 and 312:
Signal Controllers ● Pseudo stage
Page 313 and 314:
6.7.4.5 Editing Stage Sequences (VI
Page 315 and 316:
Signal Controllers Double-click a s
Page 317 and 318:
Signal Controllers The list called
Page 319 and 320:
A second green time can only be def
Page 321 and 322:
Stretch or compress a signal progra
Page 323 and 324:
Zoom in the signal program display
Page 325 and 326:
Signal Controllers - CLASSICAL - 3D
Page 327 and 328:
Signal Controllers By means of dail
Page 329 and 330:
6.7.4.9 Detecting Inconsistent Plan
Page 331 and 332:
Signal Controllers diverging stages
Page 333 and 334:
3. Click the EXPORT command in the
Page 335 and 336:
Signal Controllers The Excel file i
Page 337:
Signal Controllers SIGNAL_HEAD 912
Page 340 and 341:
7 Simulation of Pedestrians For pra
Page 342 and 343:
7 Simulation of Pedestrians If the
Page 344 and 345:
7 Simulation of Pedestrians 3D Mode
Page 346 and 347:
7 Simulation of Pedestrians 7.1.4.1
Page 348 and 349:
7 Simulation of Pedestrians The pro
Page 350 and 351:
7 Simulation of Pedestrians ● Beh
Page 352 and 353:
Page 354 and 355:
7 Simulation of Pedestrians [IN- ST
Page 356 and 357:
7 Simulation of Pedestrians Select
Page 358 and 359:
7 Simulation of Pedestrians In orde
Page 360 and 361:
7 Simulation of Pedestrians Signal-
Page 362 and 363:
7 Simulation of Pedestrians Case 2:
Page 364 and 365:
Page 366 and 367:
7 Simulation of Pedestrians 7.1.6 P
Page 368 and 369:
7 Simulation of Pedestrians Define
Page 370 and 371:
7 Simulation of Pedestrians All cha
Page 372 and 373:
7 Simulation of Pedestrians Pedestr
Page 374 and 375:
7 Simulation of Pedestrians Method
Page 376 and 377:
7 Simulation of Pedestrians pedestr
Page 378 and 379:
7 Simulation of Pedestrians In fact
Page 380 and 381:
7 Simulation of Pedestrians 6. Furt
Page 382 and 383:
7 Simulation of Pedestrians Static
Page 384 and 385:
7 Simulation of Pedestrians List of
Page 386 and 387:
7 Simulation of Pedestrians All rou
Page 388 and 389:
7 Simulation of Pedestrians number
Page 390 and 391:
7 Simulation of Pedestrians In this
Page 392 and 393:
7 Simulation of Pedestrians Display
Page 394 and 395:
7 Simulation of Pedestrians The par
Page 396 and 397:
7 Simulation of Pedestrians Add par
Page 398 and 399:
7 Simulation of Pedestrians 7.2 Eva
Page 400 and 401:
7 Simulation of Pedestrians Results
Page 402 and 403:
7 Simulation of Pedestrians 2. Clic
Page 404 and 405:
7 Simulation of Pedestrians - For s
Page 406 and 407:
7 Simulation of Pedestrians v : Spe
Page 408 and 409:
7 Simulation of Pedestrians Column
Page 410 and 411:
7 Simulation of Pedestrians The fil
Page 412 and 413:
7 Simulation of Pedestrians Paramet
Page 414 and 415:
7 Simulation of Pedestrians If a qu
Page 416 and 417:
7 Simulation of Pedestrians 7.2.5 P
Page 418 and 419:
7 Simulation of Pedestrians The fol
Page 420 and 421:
7 Simulation of Pedestrians Scheme
Page 422 and 423:
7 Simulation of Pedestrians - be ov
Page 424 and 425:
7 Simulation of Pedestrians Example
Page 426 and 427:
7 Simulation of Pedestrians 7.5 Sim
Page 428 and 429:
7 Simulation of Pedestrians As for
Page 430 and 431:
7 Simulation of Pedestrians ► tau
Page 432 and 433:
7 Simulation of Pedestrians In the
Page 434 and 435:
7 Simulation of Pedestrians 7.7 Fie
Page 436 and 437:
7 Simulation of Pedestrians 7.7.1 O
Page 438 and 439:
7 Simulation of Pedestrians 7.7.2 S
Page 440 and 441:
7 Simulation of Pedestrians 3. Crea
Page 442 and 443:
7 Simulation of Pedestrians 6. Edit
Page 444 and 445:
7 Simulation of Pedestrians 8. Crea
Page 446 and 447:
7 Simulation of Pedestrians 10. Cre
Page 449 and 450:
8 Simulation and Test The parameter
Page 451 and 452:
● Comment: Text to identify the s
Page 453 and 454:
Simulation of Vehicles and Pedestri
Page 455 and 456:
Properties & Options Simulation of
Page 457 and 458:
Test of Signal Control without Traf
Page 459 and 460:
Page 461 and 462:
Page 463 and 464:
8.2.3.2 Green Time Statistics (*.AG
Page 465 and 466:
9 Presentation For presentiations,
Page 467 and 468:
Animation If option Save vehicle/p
Page 469 and 470:
9.2 Recording 3D Video files Record
Page 471 and 472:
Recording 3D Video files - A sinus-
Page 473 and 474:
Recording 3D Video files All change
Page 475 and 476:
10 Output of Results VISSIM offers
Page 477 and 478:
Evaluation type Analyzer database S
Page 479 and 480:
► SIGNAL CHANGES: Displays a chro
Page 481 and 482:
Enabling Evaluations The filenames
Page 483 and 484:
MS Access can only be applied to th
Page 485 and 486:
► Travel Times (raw data): cf. se
Page 487 and 488:
Example Runtime Messages steps perf
Page 489 and 490:
[ACTIONS] Runtime Messages ● STAR
Page 491 and 492:
[VERSIONS] Runtime Messages In cert
Page 493:
Runtime Messages For some errors, a
Page 496 and 497:
11 Evaluation Types for Simulations
Page 498 and 499:
Page 500 and 501:
Page 502 and 503:
Page 504 and 505:
Page 506 and 507:
Page 508 and 509:
Page 510 and 511:
Page 512 and 513:
Page 514 and 515:
Page 516 and 517:
Page 518 and 519:
Page 520 and 521:
Page 522 and 523:
Page 524 and 525:
Page 526 and 527:
Page 528 and 529:
Page 530 and 531:
Page 532 and 533:
Page 534 and 535:
Page 536 and 537:
Page 538 and 539:
Page 540 and 541:
Page 542 and 543:
Page 544 and 545:
Page 546 and 547:
Page 548 and 549:
Page 550 and 551:
Page 552 and 553:
Page 554 and 555:
Page 556 and 557:
Page 558 and 559:
Page 560 and 561:
Page 562 and 563:
Page 564 and 565:
Page 566 and 567:
Page 568 and 569:
Page 570 and 571:
Page 572 and 573:
Page 574 and 575:
Page 576 and 577:
Page 578 and 579:
Page 580 and 581:
Page 582 and 583:
Page 584 and 585:
Page 586 and 587:
Page 588 and 589:
Page 590 and 591:
Page 592 and 593:
12 Dynamic Assignment 12.1 Introduc
Page 594 and 595:
12 Dynamic Assignment Example: If w
Page 596 and 597:
12 Dynamic Assignment 12.3 Building
Page 598 and 599:
12 Dynamic Assignment [DYNAMIC ASSI
Page 600 and 601:
12 Dynamic Assignment Right clickin
Page 602 and 603:
12 Dynamic Assignment You may conve
Page 604 and 605:
12 Dynamic Assignment Multi Selecti
Page 606 and 607:
12 Dynamic Assignment Edit data Con
Page 608 and 609:
12 Dynamic Assignment Manual adjust
Page 610 and 611:
12 Dynamic Assignment Edge attribut
Page 612 and 613:
12 Dynamic Assignment 1. To open th
Page 614 and 615:
12 Dynamic Assignment The buttons s
Page 616 and 617:
12 Dynamic Assignment Matrix file f
Page 618 and 619:
12 Dynamic Assignment ► With data
Page 620 and 621:
12 Dynamic Assignment 12.5 Simulate
Page 622 and 623:
12 Dynamic Assignment TO n, κ i =
Page 624 and 625:
12 Dynamic Assignment 12.6 Route Se
Page 626 and 627:
12 Dynamic Assignment Again the sen
Page 628 and 629:
12 Dynamic Assignment ALTERNATIVE P
Page 630 and 631:
12 Dynamic Assignment 12.7 Optional
Page 632 and 633:
12 Dynamic Assignment average of th
Page 634 and 635:
12 Dynamic Assignment However, the
Page 636 and 637:
12 Dynamic Assignment Other than dy
Page 638 and 639:
12 Dynamic Assignment 2. Increase t
Page 640 and 641:
12 Dynamic Assignment in VISSIM can
Page 642 and 643:
12 Dynamic Assignment ● Search p
Page 644 and 645:
12 Dynamic Assignment - The identif
Page 646 and 647:
12 Dynamic Assignment ● Archive
Page 648 and 649:
12 Dynamic Assignment 12.9 Initial
Page 650 and 651:
12 Dynamic Assignment For more deta
Page 652 and 653:
12 Dynamic Assignment 3. Select opt
Page 654 and 655:
13 VISSIM Programming Interfaces (A
Page 656 and 657:
Page 658 and 659:
Page 660 and 661:
Page 662 and 663:
14 Glossary of Files associated wit
Page 664 and 665:
Page 666 and 667:
Page 668 and 669:
Page 670 and 671:
Page 672 and 673:
15 Service & Support 15.1 Online He
Page 674 and 675:
15 Service & Support [SEARCH] Full-
Page 676 and 677:
15 Service & Support - one of the h
Page 678 and 679:
15 Service & Support 15.3 Contact I
Page 680:
15 Service & Support 15.4 Services
show all

VISSIM 5.30-05 User Manual

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?