Managing Rush Hour Congestion with Lane Reversal and Tradable Credits

Table 4

Transportation condition after lane reversal.

Link 𝑎	Link flow 𝑥𝑎	Link utilization ratio 𝜒𝑎=𝑣𝑎/𝐾𝑎
1 and 2	48.9004 and 41.3251	1.2225 and 1.0331
3 and 4	51.0996 and 18.6749	0.8517 and 0.9337
5 and 6	00.0000 and 22.9740	0.0000 and 0.3829
7 and 8	48.9004 and 18.3510	0.8150 and 0.9176
9 and 10	51.0996 and 41.6490	1.2775 and 1.0412
System cost	SC=1.67997×10^3