Maximum Ground-Level Concentration

Cmax=2QeπuH2σzσyC_{max} = \frac{2Q}{e \pi u H^{2}} \cdot \frac{\sigma_z}{\sigma_y}

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Rather than asking what the concentration is at a chosen distance, this asks the question a permit actually turns on: how bad does it ever get? The answer is a closed form, Cmax=2Qσz/(eπuH2σy)C_{max} = 2Q\sigma_z/(e\pi u H^2 \sigma_y). For 100 g/s in a 5 m/s wind from an effective height of 100 m with a spread ratio of 0.6, eπ=8.5397e\pi = 8.5397, so the denominator is 8.5397×5×10000=4269878.5397 \times 5 \times 10000 = 426987, and Cmax=(0.2/426987)×0.6=2.81×107C_{max} = (0.2/426987) \times 0.6 = 2.81\times10^{-7} kg/m³, or 281 micrograms per cubic metre.

The e in that denominator is not decoration, and finding where it comes from is the most satisfying derivation in this whole section. Substitute σy=σz/r\sigma_y = \sigma_z/r into the ground-level equation and differentiate with respect to σz2\sigma_z^2, holding the ratio r fixed. The maximum falls at σz=H/2\sigma_z = H/\sqrt2. Put that back into the exponential and the argument becomes H2/(2H2/2)=1-H^2/(2 \cdot H^2/2) = -1, so the exponential is exactly e1e^{-1} at the peak, and 1/e1/e migrates to the denominator. Everything else is bookkeeping. It also hands you the location for free: the maximum sits wherever the vertical spread has grown to H/2H/\sqrt2. For a 100 m plume that is σz=70.7\sigma_z = 70.7 m, and with the coefficients a=0.113,b=0.911a = 0.113, b = 0.911 that occurs at x=(70.7/0.113)1/0.911=1170x = (70.7/0.113)^{1/0.911} = 1170 m downwind.

The 1/H21/H^2 is the whole economic argument of stack design. Doubling effective height quarters the peak. But height and wind are coupled in a way that makes the worst case non-obvious: CmaxC_{max} falls as 1/u1/u directly, while plume rise also falls as 1/u1/u, so H shrinks with wind and 1/H21/H^2 grows. When rise dominates the effective height, the two effects combine to make CmaxC_{max} grow roughly in proportion to u; when the physical stack dominates, it falls as 1/u1/u. Somewhere between sits a critical wind speed at which the peak is worst, and for a tall buoyant source it usually lands between 3 and 8 m/s. This is why a screening study sweeps wind speed rather than assuming that the calmest hour is the worst one.

Two limitations before this is trusted. The spread ratio σz/σy\sigma_z/\sigma_y is treated as constant with distance, which is what makes the closed form possible at all, and it genuinely is not: it drifts with distance and varies from about 0.5 to 1.0 in neutral air and much lower in stable air, so a plausible range of ratios moves the answer by a factor of two on its own. And the derivation assumes the plume is still free to grow vertically, so it is invalid once σz\sigma_z approaches the mixing height, which for a tall stack under a low inversion can happen before the peak is ever reached. As with the point-concentration form, this is a screening tool for comparing designs and sizing a first guess, not a substitute for running the hours.

Maximum Ground-Level Concentration
Cmax=2QeπuH2σzσyC_{max} = \frac{2Q}{e \pi u H^{2}} \cdot \frac{\sigma_z}{\sigma_y}
HQuσzyCmax
Where
  • CmaxC_{max}= Maximum concentration (mg/m³)
  • QQ= Emission rate (g/s)
  • uu= Wind speed at stack height (m/s)
  • HH= Effective stack height (m)
  • σz/σy\sigma_z/\sigma_y= Spread ratio