- 2075 Asoj · 8 marks
Fixed-time two-phase signal: optimum cycle and greens
Short answer
Y=0.610, L=11 s, optimum Webster cycle 55.1 s, adopted 60 s. Phase 1 (N-S) green 31 s, amber 3 s; Phase 2 (E-W) green 22 s, amber 4 s.
A four-legged right angled intersection is to be signalized with a fixed time 2-phase signal. The design hour flow and saturation flow are as under:
| North (N) | South (S) | East (E) | West (W) | |
|---|---|---|---|---|
| Design hour flow | 900 | 500 | 800 | 700 |
| Saturation flow | 2500 | 2000 | 3200 | 3000 |
The lost time is 2 seconds per phase due to starting delays and amber time for north-south and east-west are 3 seconds and 4 seconds respectively. Determine the optimum cycle time. Allocate the green times to the two phases.
Phase 1 = North-South, Phase 2 = East-West.
Step 1: Flow ratios
Flow ratio for each approach; the larger value in a phase is the critical one.
| Phase | Approach | q | s | y = q/s |
|---|---|---|---|---|
| Phase 1 | North | 900 | 2500 | 0.360 (critical) |
| Phase 1 | South | 500 | 2000 | 0.250 |
| Phase 2 | East | 800 | 3200 | 0.250 (critical) |
| Phase 2 | West | 700 | 3000 | 0.233 |
Step 2: Lost time
Lost time per phase = start-up loss 2 s + amber (3 s for N-S, 4 s for E-W).
Step 3: Optimum cycle time (Webster)
Adopt C = 60 s.
Step 4: Green times
Total effective green s, divided in proportion to :
Displayed green start-up loss (so that ):
| Phase | Effective g (s) | Start-up loss (s) | Green G (s) | Amber (s) |
|---|---|---|---|---|
| Phase 1 | 28.9 | 2.0 | 31 | 3 |
| Phase 2 | 20.1 | 2.0 | 22 | 4 |
Check: 31 + 3 + 22 + 4 = 60 s.
Phase diagram
| P1 green 31 | A3 | P2 green 22 | A4 |
✓ Answer checked by Claude Opus 5.5 (high effort)
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