TRN-05
Webster uniform delay
d = 0.5 C (1−λ)² /(1−λ x) for an undersaturated approach.
Governing equation
where
- C
- Cycle (s)
- g
- Effective green (s)
- q
- Arrival rate (veh/s)
- s
- Saturation flow (veh/s)
- \lambda
- Green ratio (—)
- x
- Degree of saturation (—)
- d
- Uniform delay (s)
Lecture brief
Historical brief
Highway and traffic theory crystallized with Greenshields’ 1935 speed–density line, then AASHTO stopping sight and equivalent axles. The lab is that operational arithmetic of flow, braking and pavement load. This sheet (TRN-05 — Webster uniform delay) is the form associated with Webster 1958 · HCM. Working symbols: , , , , , . Webster integrated the triangular queue of a uniform arrival pattern over a signal cycle; a random term is omitted here.
Purpose
Live realistic example
In symbols
Calculator
Inputs
Outputs
- Green ratio \lambda0.333 —
- Degree of saturation x0.400 —
- Uniform delay d23.077 s
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Narration of this film
Fixed-time signal, x < 1, no overflow.
Webster integrated the triangular queue of a uniform arrival pattern over a signal cycle; a random term is omitted here.
Watch on YouTube