23-Chem-B2 Environmental Engineering · December 2016
Question 6 of 7: Atmospheric Dispersion of SO2
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Notes on this paper
National Exam 04-Chem-B2, Environmental Engineering — December 2016. 3 hours, Closed-Book Exam
with a candidate-prepared 8½×11" double-sided aid sheet. Any five (5) of the seven questions
constitute a complete paper (100 marks); all seven are solved below for completeness.
Reference texts: Metcalf & Eddy (Tchobanoglous, Burton, Stensel), Wastewater
Engineering: Treatment and Reuse, 4th ed.; Davis & Cornwell, Introduction to Environmental
Engineering, 5th ed.; Turner, Workbook of Atmospheric Dispersion Estimates, 2nd ed.;
Cooper & Alley, Air Pollution Control: A Design Approach, 4th ed.
Problem 6: Atmospheric Dispersion of SO2 (20 marks)
(i) Ground-level centerline concentration vs. downwind distance
Given.
Quantity
Value
Emission rate, Q
20 g/min = 0.333 g/s
Stack (effective release) height, H
60 m
Wind speed, u
2–3 m/s (mid-range 2.5 m/s used)
Insolation
Clear sky (strong solar insolation)
Target ground-level concentration
< 3 µg/m³
Find. The downwind distance x beyond which the predicted ground-level centerline
concentration stays below 3 µg/m³.
Approach. Classify the Pasquill–Gifford stability class from wind speed +
insolation, read a/b/c/d/e/f from the supplied table, build σy(x) and σz(x), then evaluate the
ground-level (z=0) centerline (y=0) Gaussian-plume concentration
$C(x,0,0,H)=\dfrac{Q}{\pi u\sigma_y\sigma_z}\exp\!\left[-\dfrac{1}{2}\left(\dfrac{H}{\sigma_z}\right)^2\right]$
over the downwind distance and locate where the descending limb crosses the 3 µg/m³ line.
Check: the exam gives a wind-speed range (2–3 m/s), not a single value, and
“clear sky” rather than an explicit insolation category; the mid-range wind (2.5 m/s) with strong
(clear-sky, daytime) insolation is taken from the standard Pasquill surface-wind/insolation chart as Class
A–B, and Class B (“moderately unstable”) is used here — consistent with the table's
own “moderated unstable dispersion parameters” framing (i.e. not the most extreme Class A).
Stability class. Wind 2–3 m/s with clear-sky (strong) insolation classifies as
Pasquill Class B (“moderately unstable”). From the table: a=95, b=1.0,
c=−0.006, d=140, e=1.3, f=0.05.
Dispersion coefficients. The exam's printed form places the log term in the exponent:
$$\sigma_y=95\,x^{\,1.0+0.006\ln x},\qquad \sigma_z=140\,x^{\,1.3-0.05\ln x}$$
At x=1 km, ln x=0 so σy=95 m and σz=140 m; at x=0.5 km, σy≈47.6 m and
σz≈55.5 m — consistent with published Pasquill–Gifford Class-B curves.
Ground-level centerline concentration. Evaluating
$C(x)=\dfrac{Q}{\pi u\sigma_y(x)\sigma_z(x)}\exp\!\left[-\dfrac12\left(\dfrac{H}{\sigma_z(x)}\right)^2\right]$
across x=0.02–3.5 km (numerically, since σy,σz are transcendental in x) traces the usual
elevated-source shape: C(x) rises steeply from 0 near the stack, peaks close in (the shorter 60 m stack here
puts the peak much nearer the source than a taller stack would), then falls at larger x. See Fig. 6.
Locate the peak. The maximum occurs at
$$x_{max}\approx 0.43\ \text{km}, \qquad C_{max}\approx 9.47\ \mu\text{g/m}^3$$
which is well above the 3 µg/m³ target, so — unlike a case where the peak never reaches the
limit — there genuinely is a downwind crossing distance to find.
Locate the crossing on the descending limb. Solving $C(x)=3\ \mu\text{g/m}^3$ for x
beyond the peak (numerically, by bisection) gives
$$x \approx \boxed{0.99\ \text{km}\ (\approx 990\ \text{m})}$$
Beyond this distance the predicted ground-level concentration stays below the 3 µg/m³ threshold.
Fig. 6 — Predicted ground-level centerline SO2 concentration vs. downwind
distance (Class B), against the 3 µg/m³ threshold.
Quantity
Value
Stability class
B (moderately unstable)
Peak location, xmax
≈0.43 km
Peak ground-level concentration, Cmax
≈9.47 µg/m³
Distance beyond which C < 3 µg/m³
≈0.99 km (990 m)
(ii) Engineering measures, ranked least to most costly (20-year life-cycle)
No major capital outlay; recurring O&M/tuning
cost only over the 20-year horizon.
Reduces peak ground-level impact opportunistically but does not
reduce total SO2 mass emitted — a dispersion-timing fix, not a source reduction.
2
Increase effective stack height (taller stack or higher exit velocity/temperature for more
plume rise)
Moderate capital (stack extension/rebuild), low incremental O&M; one-time capital
amortized over 20 years.
Lowers near-field ground-level concentration (roughly ∝1/H²) but
does not cut total SO2 mass — relocates and dilutes the same load farther downwind, increasing the
plant's contribution to regional acid deposition.
3 (most costly)
Flue-gas desulfurization (wet limestone scrubbing) or fuel switching to
lower-sulfur gas blend
High capital (scrubber/absorber train or fuel-supply contract change) plus
ongoing reagent/disposal O&M over the full 20-year life.
Removes SO2 mass at the source
(90–98% capture for FGD), cutting total loading everywhere, not just near the stack — the only
option of the three that reduces the pollutant inventory rather than redistributing it.
Recommendation: operational tuning first (essentially free), stack-height increase as an
interim measure if near-field concentration is the immediate concern, and flue-gas desulfurization as the
long-term solution — because only source-mass reduction, not dilution, is consistent with the
pollution-prevention hierarchy over a 20-year equipment life.