Research Article
Optimization of the Reversible Lane considering the Relationship between Traffic Capacity and Number of Lanes
Table 3
Characteristic values of sections before and after optimization.
| Section | Number of lanes | Capacity (pcu ) | Flow (pcu ) | Travel time (s) | Before | After | Before | After | Before | After | Before | After |
| 1–2 | 4 | 7 | 2173 | 3625 | 2368 | 2537 | 115.10 | 98.42 | 2–1 | 4 | 1 | 2173 | 650 | 495 | 438 | 95.04 | 97.94 | 3–1 | 3 | 1 | 1822 | 700 | 415 | 472 | 55.02 | 56.70 | 1–3 | 3 | 5 | 1822 | 2861 | 2192 | 2023 | 72.28 | 57.06 | 2–3 | 3 | 2 | 1822 | 1309 | 780 | 780 | 41.21 | 41.78 | 3–2 | 3 | 4 | 1822 | 2341 | 1351 | 1151 | 42.86 | 41.36 | 4–2 | 4 | 1 | 2173 | 650 | 495 | 438 | 55.02 | 56.70 | 2–4 | 4 | 7 | 2173 | 3625 | 2590 | 2559 | 71.65 | 57.05 | 4–3 | 3 | 1 | 1822 | 700 | 415 | 472 | 95.04 | 97.94 | 3–4 | 3 | 5 | 1822 | 2861 | 1970 | 2001 | 114.48 | 98.41 |
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