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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
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
Fig. 5: Degree of Saturation DS fluctuation on the link roads by hour of day.
Fig. 7:

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