The Analysis of Speed-Degree of Saturation Traffic Flow Model on the Road Reconstruction Project.
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![Table 1: Name and Capacity of link roads. No. 1](https://thumb-ap.123doks.com/thumbv2/123dok/633327.267454/2.595.72.524.324.633/table-capacity-link-roads.webp)
![Table 1). Models derived from this relationship is controlled by an alignment model with a speed-density (V-D) and the speed-flow (V-Q) relationships](https://thumb-ap.123doks.com/thumbv2/123dok/633327.267454/3.595.153.443.561.747/table-models-derived-relationship-controlled-alignment-density-relationships.webp)
![Fig. 5: Degree of Saturation DS fluctuation on the link roads by hour of day.](https://thumb-ap.123doks.com/thumbv2/123dok/633327.267454/4.595.76.521.445.675/fig-degree-saturation-ds-fluctuation-link-roads-hour.webp)
![Fig. 7:](https://thumb-ap.123doks.com/thumbv2/123dok/633327.267454/5.595.148.449.468.636/fig.webp)
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