23-Chem-B2 Environmental Engineering · December 2018
Question 6 of 7: Sources and Dispersion of Atmospheric Pollutants
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Notes on this paper
National Exam 16-Chem-B2, Environmental Engineering — December 2018. 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: Sources and Dispersion of Atmospheric Pollutants (20 marks)
Raises the effective emission height H, which increases σz at the point where the plume
reaches ground level and directly reduces the peak ground-level concentration (C ∝ exp[−½(H/σz)²]).
Relatively low capital cost compared to add-on gas-cleaning equipment.
Does not reduce the total mass of NO₂ emitted — it only dilutes and relocates ground-level
impact farther downwind (and potentially into a different jurisdiction/receptor), which regulators
increasingly disallow as a stand-alone compliance strategy.
Reduces NO₂ formation at the source (lower peak flame temperature and staged fuel/air mixing
suppress thermal-NOₓ formation), cutting the total emission rate Q rather than just dispersing it.
Combustion modification can reduce boiler thermal efficiency slightly and requires burner/furnace
retrofit capital cost; deep NOₓ reduction from combustion controls alone is typically limited to
~50–60%.
Selective catalytic reduction (SCR)
Post-combustion flue-gas treatment injecting ammonia/urea over a catalyst achieves high NOₓ
removal efficiency (typically 80–95%), directly cutting the emission rate Q at the stack.
High capital and operating cost (catalyst replacement, ammonia reagent supply/handling) and risk of
ammonia slip (unreacted NH₃ itself becoming a secondary emission) if not well controlled.
(ii) Downwind distance to the 4 µg/m³ ground-level threshold
Given.
Quantity
Value
Stack height, H
40 m
Emission rate, Q
20 g/min
Wind speed
11–15 m/s
Insolation
Clear sky
Threshold concentration
4 µg/m³
Find. Downwind distance x (km) at which the ground-level centerline concentration falls
to below 4 µg/m³.
Check — stability-class selection
In the Pasquill–Turner surface-wind/insolation table, a surface wind above 6 m/s gives Class C
under strong daytime insolation and Class D under moderate or slight insolation or at night. The question
settles the choice itself: it asks for the moderated unstable dispersion parameters, and the only unstable
class reachable at 11–15 m/s is C (clear-sky, strong insolation). Class D is neutral, not unstable, so it
does not fit the wording.
Approach. Use the Class C coefficients (a=90, b=1.1, c=−0.004, d=100, e=1.1, f=0.04) in the
printed power-law relations, with x in km and σ in m (the usual convention for this form: σy(1 km)=a,
σz(1 km)=d). Evaluate the ground-level centerline concentration C(x,0,0,H) along the plume axis,
find its peak, and locate where it drops back under 4 µg/m³. Since C ∝ 1/u, check the whole stated wind
range (11–15 m/s), not just its midpoint. The lowest wind speed gives the highest concentration and is
the conservative design case.
At the 13 m/s midpoint the plume only just stays under the limit (3.96 < 4 µg/m³). The limit is exceeded
only when u < 13 × 3.96/4 ≈ 12.9 m/s.
Bisect for the crossings at the worst-case wind speed (u = 11 m/s). The concentration rises
through 4 µg/m³ at x ≈ 0.27 km, peaks at 4.68 µg/m³, then falls back below the limit at
$$ x = \boxed{0.44\ \text{km}\ (\approx 440\ \text{m})} $$
Beyond this distance the predicted ground-level NO₂ concentration stays under 4 µg/m³ for every
wind speed in the stated 11–15 m/s range.
Fig. 2 — Ground-level centerline NO₂ concentration vs. downwind distance (Class C, H = 40 m,
Q = 20 g/min) for u = 11, 13 and 15 m/s. Only the 11 m/s curve rises above the 4 µg/m³ limit, peaking at
4.68 µg/m³ at x ≈ 0.34 km and falling back below it at x ≈ 0.44 km.