Research Article

Analytical Framework for End-to-End Delay Based on Unidirectional Highway Scenario

Table 1

Exponential regression parameters.

Vehicle
flow rate
SSE Coefficient Coefficient

360 0.0000399 0.9760 0.005067
1080 0.0002648 0.9619 0.01465
1800 0.0006772 0.9448 0.02371
3600 0.0024381 0.9045 0.04433