INGENIA

TRN-09

Greenshields flow

q = k v, v = vf (1 − k/kj). A linear speed–density fundamental diagram.

Reading speed
TrafficGreenshields

Governing equation

q=kvf(1−kkj)q=k v_f\left(1-\dfrac{k}{k_j}\right)

k∈[1,180]k \in \left[1, 180\right]

where

k
Density (veh/km)
v_f
Free speed (km/h)
k_j
Jam density (veh/km)
q
Flow (veh/h)
v
Speed (km/h)

The figure, part by part

Each numbered marker wears the color of its card. Hover a card to light the marker. Tap a marker to jump to that card. The slider walks a red point along the curve; Animate drawing traces it like a pen.

TRN-09 · curve
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①

Governing law — red

q=kvf(1−kkj)q=k v_f\left(1-\dfrac{k}{k_j}\right)

k∈[1,180]k \in \left[1, 180\right]

k=1k = 1q=89.36q = 89.36

②

Domain of the variable — blue

kmin⁡=1,kmax⁡=180k_{\min} = 1,\quad k_{\max} = 180

k∈[1,180]k \in \left[1, 180\right]

k=1k = 1k=1k = 1

③

Response curve — green

q=kvf(1−kkj)q=k v_f\left(1-\dfrac{k}{k_j}\right)

k∈[1,180]k \in \left[1, 180\right]

k=1k = 1q=89.36q = 89.36

④

Rate of change — amber

dqdk\frac{\mathrm{d}q}{\mathrm{d}k}

k∈[1,180]k \in \left[1, 180\right]

k=2.126k = 2.126q′=87.27q^{\prime} = 87.27

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-09 — Greenshields flow) is the form associated with Greenshields. Working symbols: kk, vfv_f, kjk_j →\rightarrow qq, vv. Capacity is at k = kj/2, qmax = vf kj / 4.

Purpose

Purpose: compute qq, vv from kk, vfv_f, kjk_j in Transport via q=kvf(1−kkj)q=k v_f\left(1-\dfrac{k}{k_j}\right) q = k v, v = vf (1 − k/kj). A linear speed–density fundamental diagram. Use it when a real transport question must be answered in SI before a code check.

Live realistic example

In symbols

Live case. Given k=30.000 veh/kmk = 30.000\,\mathrm{veh/km}, vf=90.000 km/hv_f = 90.000\,\mathrm{km/h}, kj=140.000 veh/kmk_j = 140.000\,\mathrm{veh/km}, the governing relation q=kvf(1−kkj)q=k v_f\left(1-\dfrac{k}{k_j}\right) yields q=2121 veh/hq = 2121\,\mathrm{veh/h}, v=70.7 km/hv = 70.7\,\mathrm{km/h}. A density, a speed, a q–k parabola. Move a slider: the numbers are this situation, not a canned story.

Calculator

Inputs

Outputs

  • Flow q2121 veh/h
  • Speed v70.7 km/h
Reading speed

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TRN-09 · curve
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Narration of this film

A density, a speed, a q–k parabola.

Capacity is at k = kj/2, qmax = vf kj / 4.

Reading speed

Watch on YouTube