TRN-33
Two-regime fundamental diagram
q = vf k (1 − k/kc) for k ≤ kc, else q = vw (kj − k). A piecewise q–k.
Governing equation
where
- k
- Density (veh/km)
- v_f
- Free speed (km/h)
- k_c
- Critical density (veh/km)
- k_j
- Jam density (veh/km)
- v_w
- Wave speed (km/h)
- q
- Flow (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-33 — Two-regime fundamental diagram) is the form associated with Edie two-regime. Working symbols: , , , , . Edie (and later Newell) split free-flow and congested branches. Capacity sits at the joint kc.
Purpose
Live realistic example
In symbols
Calculator
Inputs
Outputs
- Flow q1980 veh/h
Watch on YouTube
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
A triangular / two-piece q–k, a capacity peak.
Edie (and later Newell) split free-flow and congested branches. Capacity sits at the joint kc.
Watch on YouTube