Microscopic Estimation of Road Impedance by Decomposing Traffic Delay into Individual Road Segments: An Analytical Approach

<table class="fixed-width table-group sidewaystable" id="tab2"><tr><td><table class="table"><colgroup><col style="width:6.85em"/><col style="width:5.74em"/><col style="width:5.82em"/><col style="width:2.30em"/><col style="width:5.74em"/><col style="width:5.82em"/><col style="width:5.97em"/><col style="width:2.30em"/><col style="width:5.97em"/><col style="width:6.13em"/><col style="width:6.05em"/><col style="width:2.30em"/></colgroup><tr><td class="thead-hr" colspan="12"><hr/></td></tr><tr class="thead"><td class="align_left">Time<br/>(<i>s</i>)</td><td class="align_center">[600, 1200)</td><td class="align_center">[1200,1800)</td><td class="align_center">...</td><td class="align_center">[600, 1200)</td><td class="align_center">[1200,1800)</td><td class="align_center">[1800,2400)</td><td class="align_center">...</td><td class="align_center">[1800,2400)</td><td class="align_center">[2400,3000)</td><td class="align_center"><span class="nowrap"><svg height="11.439pt" id="M155" 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610 108 579L65 516L85 496C110 533 150 575 205 575C258 575 300 543 300 481C300 407 232 369 141 339L147 310C163 315 188 321 211 321C268 321 338 284 338 192C338 94 288 40 217 40C160 40 119 68 93 91C85 98 77 97 69 91C60 84 47 71 46 58C44 46 48 35 62 22C75 10 116 -12 162 -12C234 -12 424 62 424 224C424 297 373 359 285 376V378Z"></path></g><g transform="matrix(.013,0,0,-0.013,6.24,0)"><path d="M137 343C167 482 260 545 321 574C357 591 397 603 429 609L423 641C382 634 335 622 295 608C189 570 37 457 37 238C37 84 125 -12 242 -12C362 -12 447 89 447 209C447 311 374 393 267 393C247 393 226 386 204 376L137 343ZM227 337C318 337 361 256 361 173C361 105 336 22 258 22C176 22 126 120 126 240C126 266 127 291 132 310C155 323 189 337 227 337Z"></path></g><g transform="matrix(.013,0,0,-0.013,12.48,0)"><path d="M241 635C89 635 35 457 35 312C35 153 89 -12 240 -12C390 -12 443 166 443 312C443 466 390 635 241 635ZM238 602C329 602 354 454 354 312C354 172 330 22 240 22C152 22 124 173 124 313S148 602 238 602Z"></path></g><g transform="matrix(.013,0,0,-0.013,18.72,0)"><path d="M241 635C89 635 35 457 35 312C35 153 89 -12 240 -12C390 -12 443 166 443 312C443 466 390 635 241 635ZM238 602C329 602 354 454 354 312C354 172 330 22 240 22C152 22 124 173 124 313S148 602 238 602Z"></path></g><g transform="matrix(.013,0,0,-0.013,24.96,0)"><path d="M226 -163V703H56V676C162 667 165 662 165 584V-43C165 -122 162 -126 56 -136V-163H226Z"></path></g></svg></td><td class="align_center">...</td></tr><tr><td class="thead-hr" colspan="12"><hr/></td></tr><tr><td class="align_left">Traffic Flow<br/>(<i>veh/h</i>)</td><td class="align_center">400</td><td class="align_center">450</td><td class="align_center">…</td><td class="align_center">1150</td><td class="align_center">1200</td><td class="align_center">1250</td><td class="align_center">…</td><td class="align_center">1500</td><td class="align_center">1560</td><td class="align_center">1600</td><td class="align_center">…</td></tr><tr class="table-tr"><td colspan="12"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Mathematical Problems in Engineering

tab2

Table 2

Table 2: Microscopic Estimation of Road Impedance by Decomposing Traffic Delay into Individual Road Segments: An Analytical Approach 