Modeling and Simulation of Nonmotorized Vehicles’ Dispersion at Mixed Flow Intersections

<div>Histograms of the safe and unsafe occurrences with respect to the <svg height="13.973pt" id="M69" style="vertical-align:-3.9435pt" version="1.1" viewbox="-0.0498162 -10.0295 29.0713 13.973" width="29.0713pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g transform="matrix(.013,0,0,-0.013,0,0)"><path d="M809 363C809 566 659 650 423 650H138L128 614C213 609 219 596 207 525L133 129C119 59 109 43 27 37L16 0H277C416 0 537 15 631 68C758 137 809 242 809 363ZM653 368C653 191 534 47 349 47C330 47 311 48 291 56C268 68 262 82 273 151L346 545C352 579 358 590 364 595C371 604 392 607 424 607C601 607 653 469 653 368Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,10.361,-5.741)"><path d="M816 97L798 134C780 118 744 92 734 92C731 92 726 98 731 120C731 120 771 304 772 304C803 443 760 457 729 457C709 457 690 450 661 438C636 428 575 384 496 283H494L499 307C530 442 488 457 456 457C433 457 408 450 379 433C357 420 301 382 216 277H214L228 335C247 413 246 457 206 457C164 457 93 416 22 349L38 314C53 329 93 354 104 354C113 354 112 346 108 330C82 213 58 110 25 0L35 -12C68 -4 117 6 158 11C171 76 187 141 203 192C234 249 333 361 369 361C383 361 383 326 374 284L304 -2L311 -12C346 -4 394 6 438 11C449 74 462 131 476 190C517 258 609 361 645 361C656 361 657 337 648 300L599 93C579 8 600 -12 636 -12S749 25 816 97Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,18.015,-5.741)"><path d="M537 112L517 145C495 121 458 95 447 95C441 95 440 104 446 137C467 254 489 355 509 440L502 444C484 442 459 446 438 450C414 454 390 457 366 457C266 457 189 408 138 367C67 310 22 211 22 117C22 36 57 -12 103 -12C144 -12 192 15 222 40C250 63 288 100 322 145H324L312 92C292 2 320 -12 348 -12C389 -12 467 28 537 112ZM371 386C371 379 353 287 338 235C318 194 224 82 188 82C172 82 164 102 164 144C164 222 198 348 266 390C281 399 291 401 310 401C328 401 355 395 371 386Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,23.121,-5.741)"><path d="M564 400C564 428 550 457 511 457C455 457 416 420 338 315L320 359C293 425 277 457 246 457C201 457 143 411 82 327L109 294C145 339 165 354 174 354C185 354 195 350 223 271L245 208C190 131 144 86 122 86C113 86 104 90 97 95C89 101 82 106 73 106C48 106 22 85 22 50C22 13 48 -12 81 -12C140 -12 182 37 262 159L284 94C310 16 330 -12 374 -12C416 -12 479 29 541 120L516 154C472 102 450 87 439 87C425 87 412 110 402 138L356 270C380 300 401 326 419 342C439 359 453 364 464 364C477 364 484 359 490 354S503 345 511 345C535 345 564 367 564 400Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,10.361,3.784)"><path d="M294 607C294 643 272 671 230 671C172 671 143 618 143 593C143 548 173 524 215 524C261 524 294 565 294 607ZM285 104L263 135C232 107 205 93 193 93C185 93 184 106 191 135L247 358C259 406 254 457 224 457C184 457 113 420 28 348L47 315C76 336 101 349 109 349S115 337 109 314L58 109C33 10 61 -12 96 -12C128 -12 209 18 285 104Z"></path></g></svg> of nonmotorized vehicles at the Changji-Moyu intersection.</div>

Journal of Advanced Transportation

fig6

Figure 6

Figure 6: Modeling and Simulation of Nonmotorized Vehicles’ Dispersion at Mixed Flow Intersections 