Research Article
Analyzing the Diverging Diamond Interchange Using Discrete Event Simulation
Table 3
Results for Baseline Run1.
| | | Average time thru DDI (min) | Average delay (min) |
| | Vehicle route | | | | S to N | 1.23 | 0.67 | | S to E | 0.08 | 0.0 | | S to W | 0.84 | 0.47 | | N to S | 1.23 | 0.67 | | N to W | 0.08 | 0.00 | | N to E | 0.83 | 0.47 | | W to S | 0.08 | 0.00 | | W to N | 0.80 | 0.44 | | W to W | 0.16 | 0.00 | | E to N | 0.08 | 0.00 | | E to S | 0.80 | 0.44 | | E to E | 0.16 | 0.00 |
| | Location of delays | | | | Vehicles from S waiting at L1 | | 0.45 | | Vehicles from S waiting at L2 | | 0.27 | | Vehicles from N waiting at L3 | | 0.45 | | Vehicles from N waiting at L4 | | 0.26 |
|
|