Calculator Inputs
Formula Used
Stops are assumed to serve two adjacent catchments along the corridor. With effective walk reach R = walk_distance × coverage_factor:
spacing_max ≈ 2 × R
Total time is approximated as running time plus a per-stop penalty:
time ≈ L/Vrun + N × (dwell + Vrun/a + Vrun/b + buffer)
Solve for maximum feasible stops at target speed, then:
spacing_min ≈ L / (Nmax − 1)
How to Use This Calculator
- Set corridor length between terminals.
- Pick a stop type preset, then apply it.
- Choose a method: coverage, speed, hybrid, or fixed.
- Review spacing constraints for construction limits.
- Press Submit to view spacing and stop count.
- Export CSV or PDF for design review notes.
Tip: Start with Hybrid for planning, then refine dwell and speeds using project-specific measurements.
Example Data Table
| Scenario | Length (km) | Walk (m) | Target Speed (km/h) | Run Speed (km/h) | Dwell (s) | Suggested Spacing (m) |
|---|---|---|---|---|---|---|
| Urban bus corridor | 10 | 400 | 18 | 35 | 25 | 450–650 |
| BRT with stations | 15 | 600 | 25 | 45 | 30 | 700–1,100 |
| Tram/LRT corridor | 12 | 700 | 28 | 50 | 35 | 800–1,300 |
| Metro line segment | 20 | 900 | 35 | 60 | 40 | 1,000–1,600 |
These examples are indicative. Actual spacing depends on barriers, land use, right-of-way, and service goals.