Modified Motor Vehicles Travel Speed Models on the Basis of Curb Parking Setting under Mixed Traffic Flow

<table>Relationship between one-way (a) and two-way (b) traffic flow speed and the time influence rate <svg height="15.25" id="M73" style="vertical-align:-3.276pt" version="1.1" viewbox="0 0 19.625 15.25" width="19.625" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
<g transform="matrix(.017,-0,0,-.017,.062,11.112)"><use xlink:href="#x1D445"></use></g>
<g transform="matrix(.012,-0,0,-.012,11.013,15.187)"><use xlink:href="#x1D447"></use></g>
</svg> under different saturation of the road traffic flow.</table>

Mathematical Problems in Engineering

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Figure 6

Figure 6: Modified Motor Vehicles Travel Speed Models on the Basis of Curb Parking Setting under Mixed Traffic Flow 