A Queuing Model for Mixed Traffic Flows on Highways considering Fluctuations in Traffic Demand

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static-preview.hindawi.com/articles/jat/volume-2022/4625690/figures/4625690.fig.006a.svgz" name="4625690.fig.006a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Conditional output rate</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/jat/volume-2022/4625690/figures/4625690.fig.006b.svgz" name="4625690.fig.006b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Conditional blocking probability</td></tr></table>

<div>Varying performance measures when <svg height="9.49473pt" id="M148" style="vertical-align:-0.2063999pt" version="1.1" viewbox="-0.0498162 -9.28833 24.7964 9.49473" width="24.7964pt" 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="M238 681C243 705 239 712 230 712C217 712 156 682 75 674L70 648H105C148 648 153 641 144 598L39 110C18 11 35 -12 55 -12C90 -12 166 36 221 103L205 125C174 93 130 65 118 65C112 65 108 68 114 96L238 681Z"></path></g><g transform="matrix(.013,0,0,-0.013,7.13,0)"><path d="M535 323V373H52V323H535ZM535 138V188H52V138H535Z"></path></g><g transform="matrix(.013,0,0,-0.013,18.393,0)"><path d="M456 178V225H360V632H320C217 496 115 347 20 206V178H280V106C280 40 276 34 189 27V0H445V27C364 34 360 39 360 106V178H456ZM280 225H82C149 335 214 431 278 520H280V225Z"></path></g></svg> miles.</div>

Journal of Advanced Transportation

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Figure 6

Figure 6: A Queuing Model for Mixed Traffic Flows on Highways considering Fluctuations in Traffic Demand 