INGENIA

TRN-01

Greenshields speed–density

Linear v = vf (1 − k/kj); q has a parabolic maximum.

Reading speed
Traffic flowGreenshields 1935HCM

Governing equation

v=vf(1kkj),q=kv,qmax=vfkj4v=v_f\left(1-\dfrac{k}{k_j}\right),\quad q=kv,\quad q_{\max}=\dfrac{v_f k_j}{4}

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: vfv_f, kjk_j, kk \rightarrow vv, qq, qmaxq_{\max}. 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

Purpose: compute vv, qq, qmaxq_{\max} from vfv_f, kjk_j, kk in Transport via v=vf(1kkj),q=kv,qmax=vfkj4v=v_f\left(1-\dfrac{k}{k_j}\right),\quad q=kv,\quad q_{\max}=\dfrac{v_f k_j}{4} Linear v = vf (1 − k/kj); q has a parabolic maximum. Use it when a real transport question must be answered in SI before a code check.

Live realistic example

In symbols

Live case. Given vf=100.000km/hv_f = 100.000\,\mathrm{km/h}, kj=140.000veh/kmk_j = 140.000\,\mathrm{veh/km}, k=40.000veh/kmk = 40.000\,\mathrm{veh/km}, the governing relation v=vf(1kkj),q=kv,qmax=vfkj4v=v_f\left(1-\dfrac{k}{k_j}\right),\quad q=kv,\quad q_{\max}=\dfrac{v_f k_j}{4} yields v=71.429km/hv = 71.429\,\mathrm{km/h}, q=2857.143veh/hq = 2857.143\,\mathrm{veh/h}, qmax=3500.000veh/hq_{\max} = 3500.000\,\mathrm{veh/h}. Single homogeneous lane, no ramps. Move a slider: the numbers are this situation, not a canned story.

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Inputs

Outputs

  • Speed v71.429 km/h
  • Flow q2857.143 veh/h
  • Capacity q_{\max}3500.000 veh/h
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TRN-01 · curve
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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.

Reading speed

Watch on YouTube