TRN-01
Greenshields speed–density
Linear v = vf (1 − k/kj); q has a parabolic maximum.
Governing equation
where
- v_f
- Free speed (km/h)
- k_j
- Jam density (veh/km)
- k
- Density (veh/km)
- v
- Speed (km/h)
- q
- Flow (veh/h)
- q_{\max}
- Capacity (veh/h)
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-01 — Greenshields speed–density) is the form associated with Greenshields 1935 · HCM. Working symbols: , , , , . Greenshields postulated a linear drop of speed with density. Flow q = k v then peaks at k = kj/2 with qmax = vf kj / 4.
Purpose
Live realistic example
In symbols
Calculator
Inputs
Outputs
- Speed v71.429 km/h
- Flow q2857.143 veh/h
- Capacity q_{\max}3500.000 veh/h
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Free library
Full libraryFree PDF / open book
- LibreTexts Engineering bookshelfLibreTexts · CC · Free PDF / open book
- SI Brochure (BIPM)BIPM · Free PDF / open book
- FHWA Hydraulics libraryFHWA · Free PDF / open book
YouTube channels
Narration of this film
Single homogeneous lane, no ramps.
Greenshields postulated a linear drop of speed with density. Flow q = k v then peaks at k = kj/2 with qmax = vf kj / 4.
Watch on YouTube