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23-Chem-B2 Environmental Engineering · May 2018

Question 6 of 7: Atmospheric Dispersion of SO2/NOx

Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)

Notes on this paper

National Exam 16-Chem-B2, Environmental Engineering — May 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: Atmospheric Dispersion of SO2/NOx (20 marks)

Question text not reproduced: the examination questions are © Engineers and Geoscientists BC. Open the official past paper (linked at the top of this page) to read the question, then follow the worked solution below.

Check: the exam names both SO2 (as the pollutant of concern) and NOx (as the quantity with a stated emission rate, 25 g/min from a 50 m stack); part (i) is worked treating the stated 25 g/min / 50 m release as the source term for the plume calculation (the pollutant label does not change the Gaussian dispersion mechanics). The 4000 GW power figure is not needed, since the emission rate is given directly. x is taken in km and σ in m, which gives σ values in the published Pasquill–Gifford range.

(i) Ground-level centerline concentration vs. downwind distance

Given.

QuantityValue
Emission rate, Q25 g/min = 0.417 g/s
Stack (effective release) height, H50 m (no plume-rise data given)
Wind speed, u5–10 m/s (design value u = 5 m/s, the worst case)
InsolationOvercast sky
Target ground-level concentration< 10 µg/m³

Find. The downwind distance x beyond which the predicted ground-level centerline concentration stays below 10 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 check it against the 10 µg/m³ threshold.

Check: "overcast sky" is classified as neutral stability (Class D) for any wind speed, day or night — cloud cover suppresses the solar-heating-driven instability. The exam's generic phrase "moderated unstable dispersion parameters" is read as boilerplate; if an unstable Class C were used instead, the peak would be only 7.53 µg/m³ even at u = 5 m/s, so no exceedance would occur. Because C is proportional to 1/u, the low end of the stated range (u = 5 m/s) is the worst case and is used as the design value: a distance that holds at 5 m/s holds for every wind speed in the 5–10 m/s range.
  1. Stability class. Overcast sky ⇒ neutral Class D. From the table: a=40, b=0.8, c=−0.005, d=80, e=1.3, f=−0.06.
  2. Dispersion coefficients (log term in the exponent, x in km). $$\sigma_y=40\,x^{0.8+0.005\ln x},\qquad \sigma_z=80\,x^{1.3+0.06\ln x}$$ At x = 1 km both exponents reduce to b and e, so σy = 40 m and σz = 80 m; at x = 0.75 km, σy = 31.8 m and σz = 55.3 m.
  3. 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=0.01–5 km (numerically, since σy,σz are transcendental in x) traces the usual elevated-source shape: C(x) rises from 0 near the stack, peaks, then falls at larger x. See Fig. 3.
  4. Locate the peak (u = 5 m/s). The maximum occurs at $$x_{max}\approx 0.57\ \text{km}, \qquad C_{max}\approx 11.75\ \mu\text{g/m}^3$$ which exceeds the 10 µg/m³ target, so a compliance distance exists. The concentration first rises above 10 µg/m³ at x ≈ 0.45 km.
  5. Descending-limb crossing. Solving C(x) = 10 µg/m³ beyond the peak by bisection; check at x = 0.75 km: $$C=\frac{0.4167}{\pi(5)(31.8)(55.3)}\exp\!\left[-\frac12\left(\frac{50}{55.3}\right)^2\right]\times10^6=10.0\ \mu\text{g/m}^3$$ so $$\boxed{x \approx 0.75\ \text{km}\ (\approx 750\ \text{m})}$$ Beyond this distance the predicted ground-level SO2 concentration stays below 10 µg/m³. Sensitivity: at the mid-range wind (u = 7.5 m/s) the peak is only 7.83 µg/m³ and at 10 m/s it is 5.88 µg/m³, so for those winds the concentration never reaches the threshold. The 0.75 km distance is therefore the bound that holds across the whole stated wind range.
0.00.51.01.52.02.53.03.502468101214Downwind distance x (km)Ground-level centerline C (µg/m³)threshold 10 µg/m³u = 5 m/s (design, worst case)u = 7.5 m/su = 10 m/sC_max ≈ 11.75 µg/m³ @ x≈0.57 kmx≈0.75 km
Fig. 3 — Predicted ground-level centerline SO2 concentration vs. downwind distance (Class D) at u = 5, 7.5 and 10 m/s, against the 10 µg/m³ threshold: only the worst-case 5 m/s curve exceeds it, falling back below 10 µg/m³ at x ≈ 0.75 km.
QuantityValue
Stability classD (neutral, overcast)
Design wind speed5 m/s (low end of range, worst case)
Peak location, xmax≈0.57 km
Peak ground-level concentration, Cmax≈11.75 µg/m³
σy, σz at the crossing31.8 m, 55.3 m
Distance beyond which C < 10 µg/m³≈0.75 km (750 m)

(ii) Engineering measures to reduce ground-level NOx, ranked least to most costly (25-year life-cycle)

PriorityMeasure25-year life-cycle cost basisLong-term consideration
1 (least costly)Combustion modification (low-NOx burners, staged combustion/flue-gas recirculation, excess-air/temperature tuning)Moderate one-time capital (burner retrofit) plus routine tuning O&M; no major recurring reagent cost over the 25-year horizon.Reduces NOx formation at the source (thermal-NOx suppression) rather than just redistributing the plume, but has a practical reduction ceiling (typically 30–50%) before more aggressive measures are needed.
2Increase effective stack height / improve plume rise (taller stack or higher exit velocity/temperature)Moderate-to-high capital (stack extension/rebuild), low incremental O&M; one-time capital amortized over 25 years with routine structural maintenance.Lowers near-field ground-level concentration (roughly ∝1/H²) but does not cut total NOx mass emitted — redistributes and dilutes the same load farther downwind rather than reducing the regional NOx inventory.
3 (most costly)Selective catalytic reduction (SCR) or selective non-catalytic reduction (SNCR) post-combustion NOx controlHigh capital (catalyst reactor/reagent-injection train) plus ongoing reagent (ammonia/urea) and catalyst-replacement O&M over the full 25-year life, with an annual catalyst-performance maintenance program.Achieves the highest NOx reduction (SCR typically 80–90%+) and removes mass at the source rather than redistributing it, making it the only option of the three that meaningfully reduces the regional pollutant inventory.

Recommendation: combustion modification first (moderate cost, direct source reduction), stack-height increase only as an interim/complementary measure if near-field concentration remains a concern, and SCR/SNCR as the long-term solution for stringent NOx limits — consistent with the pollution-prevention hierarchy (reduce at source before diluting) over a 25-year equipment life.