Modeling for Micro Traffic Flow with the Consideration of Lateral Vehicle’s Influence

<div class="floats-full-page floats-full-page-other"><h2>Table 8</h2><div class="floats-full-page-caption"><div>Comparison of evaluation indexes.</div></div><div class="floats-full-page-content"><table class="table-group" id="tab8"><tr><td><table class="table"><tr><td class="thead-hr" colspan="10"><hr /></td></tr><tr class="thead"><td class="align_left" rowspan="2"> </td><td class="align_center" colspan="3">Mean square deviation</td><td class="align_center" colspan="3">Maximum absolute error</td><td class="align_center" colspan="3">Minimum absolute error</td></tr><tr class="thead"><td class="align_center">OVM</td><td class="align_center">Model 1</td><td class="align_center">Model 2</td><td class="align_center">OVM</td><td class="align_center">Model 1</td><td class="align_center">Model 2</td><td class="align_center">OVM</td><td class="align_center">Model 1</td><td class="align_center">Model 2</td></tr><tr><td class="thead-hr" colspan="10"><hr /></td></tr><tr><td class="align_left">The 1<sup>st</sup> sets</td><td class="align_center">2.6328</td><td class="align_center">2.4439</td><td class="align_center">1.7159</td><td class="align_center">3.1469</td><td class="align_center">2.9731</td><td class="align_center">1.7604</td><td class="align_center">1.6116</td><td class="align_center">1.6270</td><td class="align_center">1.6094</td></tr><tr><td class="align_left">The 2<sup>nd</sup> sets</td><td class="align_center">5.2631</td><td class="align_center">4.4345</td><td class="align_center">1.6431</td><td class="align_center">6.7589</td><td class="align_center">6.0942</td><td class="align_center">1.8630</td><td class="align_center">2.1185</td><td class="align_center">1.6717</td><td class="align_center">1.3226</td></tr><tr><td class="align_left">The 3<sup>rd</sup> sets</td><td class="align_center">2.5156</td><td class="align_center">0.8557</td><td class="align_center">0.5722</td><td class="align_center">3.7024</td><td class="align_center">1.1396</td><td class="align_center">0.8146</td><td class="align_center">0.7803</td><td class="align_center">0.1869</td><td class="align_center">0.0462</td></tr><tr><td class="align_left">The 4<sup>th</sup> sets</td><td class="align_center">3.8783</td><td class="align_center">2.6183</td><td class="align_center">1.3696</td><td class="align_center">6.9491</td><td class="align_center">4.5116</td><td class="align_center">2.4711</td><td class="align_center">0.1439</td><td class="align_center">0.2392</td><td class="align_center">0.1219</td></tr><tr><td class="align_left">Average value</td><td class="align_center">3.5713</td><td class="align_center">2.5881</td><td class="align_center">1.3252</td><td class="align_center">5.1393</td><td class="align_center">3.6796</td><td class="align_center">1.7273</td><td class="align_center">1.1636</td><td class="align_center">0.9312</td><td class="align_center">0.7750</td></tr><tr class="table-tr"><td colspan="10"><hr class="tbody-hr" /></td></tr></table></td></tr></table></div></div>

Table 8 | Modeling for Micro Traffic Flow with the Consideration of Lateral Vehicle’s Influence

title

Table 8: Modeling for Micro Traffic Flow with the Consideration of Lateral Vehicle’s Influence

description

Table 8

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