How high the plume really goes

Dispersion screening · plume rise and the worst case

A 45 m stack discharges 140 °C gas at 12 m/s through a 2 m opening into a 15 °C day with a 4 m/s wind. The source emits 2.4 g/s of SO₂, and the screening tables put the spread ratio σz/σy at 0.5 for the stability class in hand. The permit reviewer wants the classic screening answer: how much does the hot plume climb above the stack on its own buoyancy at 600 m downwind, what effective height does that give the source, and what is the worst ground-level concentration anywhere downwind.

uT_aT_sv_sdh_sΔhHxC_max

Every number in this problem is editable — change any value below and the whole chain recalculates.

Given
  • v_s = 12 m/sStack exit velocity
  • d = 2 mStack inside diameter
  • T_s = 140 °CStack gas temperature
  • T_a = 15 °CAmbient temperature
  • u = 4 m/sWind speed
  • h_s = 45 mPhysical stack height
  • Q = 2.4 g/sSO₂ emission rate
Determine
  1. (a)the buoyancy flux of the hot discharge
  2. (b)the plume rise at 600 m downwind
  3. (c)the effective stack height
  4. (d)the maximum ground-level concentration
Step 1 of 4(a) · solve for Buoyancy flux (m⁴/s³)

Everything Briggs does downstream rides on this one number, and it is bought almost entirely by the temperature difference: 125 degrees of excess heat through a 2 m throat gives F = 35.6 m⁴/s³. The temperatures go in absolute — the 4T_s in the denominator is kelvins, and feeding it Celsius is the classic way to triple a plume rise.

vsdTsFTa
Rearranged for F
F=gvsd2(TsTa)4TsF = \frac{g \, v_s \, d^2 (T_s - T_a)}{4 \, T_s}
Your values, in your units
F=(9.80665 m/s2)(12 m/s)(2 m)2((140 C)(15 C))4(140 C)F = \frac{\left( 9.80665\ \text{m/s}^{2} \right) \cdot \left( 12\ \text{m/s} \right) \cdot \left( 2\ \text{m} \right)^2 (\left( 140\ ^{\circ}\text{C} \right) - \left( 15\ ^{\circ}\text{C} \right))}{4 \cdot \left( 140\ ^{\circ}\text{C} \right)}
Answer
F=35.604 m4/s3F = 35.604\ \text{m}^{4}\text{/s}^{3}

Carried onward at full precision, not this rounded figure.

Open the Briggs Buoyancy Flux solver →

Step 2 of 4(b) · solve for Plume rise

Rise goes as the cube root of F — burn three times hotter to climb 44 % higher — and inversely with wind, because wind bends the plume over before buoyancy is done lifting it. At 600 m out in the 4 m/s wind this plume has climbed 93.6 m, more than twice the stack's own height.

ΔhxuF
Rearranged for Δh
Δh=1.6F1/3x2/3u\Delta h = \frac{1.6 \, F^{1/3} x^{2/3}}{u}
35.604 carried from step 1
Your values, in your units
Δh=1.6(35.6044 m4/s3)1/3(600 m)2/3(4 m/s)\Delta h = \frac{1.6 \cdot \left( 35.6044\ \text{m}^{4}\text{/s}^{3} \right)^{1/3} \cdot \left( 600\ \text{m} \right)^{2/3}}{\left( 4\ \text{m/s} \right)}
Answer
Δh=93.611 m\Delta h = 93.611\ \text{m}

Carried onward at full precision, not this rounded figure.

Open the Briggs Plume Rise (Neutral and Unstable) solver →

Step 3 of 4(c) · solve for Effective stack height

The atmosphere doesn't know where the concrete stops: what disperses is the sum. 45 m of steel plus 93.6 m of buoyancy is an effective source at 138.6 m — the cheap two-thirds of this stack was bought with heat, not height.

hsΔhH
Rearranged for H
H=hs+ΔhH = h_s + \Delta h
93.611 mcarried from step 2
Your values, in your units
H=(45 m)+(93.6114 m)H = \left( 45\ \text{m} \right) + \left( 93.6114\ \text{m} \right)
Answer
H=138.61 mH = 138.61\ \text{m}

Carried onward at full precision, not this rounded figure.

Open the Effective Stack Height solver →

Step 4 of 4(d) · solve for Maximum concentration

The closed form answers the reviewer's only real question — not what arrives at one fence, but the worst anywhere. With H in the denominator squared, the answer is 3.66 µg/m³: double the effective height and the worst case falls by four.

HQuσzyCmax
Rearranged for C_max
Cmax=2QeπuH2σzσyC_{max} = \frac{2Q}{e \pi u H^{2}} \cdot \frac{\sigma_z}{\sigma_y}
138.61 mcarried from step 3
Your values, in your units
Cmax=2(2.4 g/s)eπ(4 m/s)(138.611 m)2(0.5)C_{max} = \frac{2 \cdot \left( 2.4\ \text{g/s} \right)}{e \pi \cdot \left( 4\ \text{m/s} \right) \cdot \left( 138.611\ \text{m} \right)^{2}} \cdot \left( 0.5 \right)
Answer
Cmax=3.6569e09 kg/m3C_{max} = 3.6569e-09\ \text{kg/m}^{3}

Carried onward at full precision, not this rounded figure.

Open the Maximum Ground-Level Concentration solver →

Answer

Therefore the discharge carries a buoyancy flux of 35.6 m⁴/s³, climbs 93.6 m above the stack in the wind, disperses from an effective height of 138.6 m — and the worst ground-level concentration anywhere downwind is 3.66 µg/m³, two-thirds of it earned by heat rather than steel.

Why this order

Screening dispersion runs in exactly this order because each number is the only input the next one needs: exit conditions make a buoyancy flux, the flux and the wind make a rise, the rise and the concrete make an effective height, and the height caps the worst case. The physics worth keeping is the pair of sensitivities — rise goes as F^{1/3}, so heat is a blunt instrument, while the worst-case concentration goes as 1/H², so height is a sharp one. That asymmetry is why reheating a scrubbed plume was ever a practice, and why the tall-stack era built what it built.

Two traps. The kelvin one in step (a) is arithmetic and merciless. The subtler one is in step (b): Briggs' neutral form keeps growing with x^{2/3} forever, but real plumes stop rising at final rise — quote the 600 m figure as “rise at 600 m”, not “the rise”, or the effective height inherits an optimism the worst-case number then squares.

Carried values move at full precision, not the rounded figure shown — chaining rounded numbers compounds error.