Impacts of Connected and Autonomous Vehicles with Level 2 Automation on Traffic Efficiency and Energy Consumption

Table 3

The value of the average travel time per kilometer and its variation from scene A.

Scenes	Traffic flow rates
	Qi = 80% Qs	Qi = Qs	Qi = 120% Qs	Qi = 140% Qs	Qi = 160% Qs
A	38.85 s	43.17 s	43.66 s	43.34 s	43.63 s
B	−1.7%	−2.9%	−3.1%	−1.9%	−2.8%
C	7.9%	−2.8%	−3.6%	−4.0%	−4.1%
D	−2.9%	−4.3%	−5.2%	−4.6%	−5.0%
E	−3.0%	−7.1%	−6.0%	−5.7%	−7.4%
F	2.3%	−7.5%	−9.3%	−8.2%	−8.7%
G	−4.2%	−8.9%	−6.3%	−5.4%	−5.0%
H	−4.4%	−9.8%	−6.3%	−5.5%	−6.8%
I	−4.3%	−12.1%	−12.9%	−12.4%	−13.0%
J	−6.1%	−11.6%	−6.4%	−5.8%	−6.1%