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 value of space influence rate <svg height="15.4" id="M67" style="vertical-align:-3.39066pt" version="1.1" viewbox="0 0 17.275 15.4" width="17.275" 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="#x1D44F"></use></g>
</svg> under different saturation of the road traffic flow.</table>

Mathematical Problems in Engineering

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Figure 5

Figure 5: Modified Motor Vehicles Travel Speed Models on the Basis of Curb Parking Setting under Mixed Traffic Flow 