18-Env-A5 Air Quality and Pollution Control Engineering · December 2018
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
18-Env-A5, Air Quality and Pollution Control Engineering — National Exam, December 2018. 3 hours, open book. The paper's notes state that Question 2 is compulsory and three (3) others complete a four-question paper; all five Problems are answered in full below.
Reference texts
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.
Part (i) — five outdoor air pollutants: source, health impact, one engineering control each.
1. Particulate matter (PM₂.₅/PM₁₀). Source: incomplete combustion (diesel exhaust, wood burning), industrial process emissions (cement kilns, smelters), and re-entrained road/construction dust. Health impact: fine particles penetrate deep into the alveolar region, aggravating asthma and cardiovascular disease and are classified a Group 1 carcinogen. Engineering control: a fabric-filter baghouse (or electrostatic precipitator for very fine fume) removes particulate from the flue gas stream before stack discharge.
2. Sulphur dioxide (SO₂). Source: oxidation of fuel-bound sulphur during combustion of coal or heavy fuel oil, and non-ferrous metal smelting. Health impact: bronchoconstriction and aggravated asthma on acute exposure, and a precursor to acid deposition that damages ecosystems and infrastructure. Engineering control: wet limestone flue-gas desulfurization (FGD), absorbing SO₂ into a CaCO₃ slurry.
3. Nitrogen oxides (NOₓ). Source: high-temperature combustion in vehicle engines and utility boilers, via thermal NOₓ (Zeldovich mechanism, N₂+O₂ dissociation above ∼1,300 °C) and fuel NOₓ (oxidation of fuel-bound nitrogen). Health impact: airway inflammation and, as an ozone/smog precursor, indirect respiratory harm across a wider population. Engineering control: selective catalytic reduction (SCR), injecting NH₃ over a catalyst to reduce NOₓ to N₂ and H₂O.
4. Carbon monoxide (CO). Source: incomplete combustion under locally fuel-rich conditions — cold-start vehicle engines and poorly-maintained residential heating appliances. Health impact: binds haemoglobin roughly 200× more strongly than oxygen, reducing the blood's oxygen-carrying capacity and causing hypoxia, headache, and at high concentration death. Engineering control: an oxidation catalytic converter completes combustion of CO to CO₂ in the vehicle exhaust stream.
5. Ground-level ozone (O₃). Source: a secondary pollutant, not directly emitted, formed photochemically from NOₓ and volatile organic compounds (VOCs) in sunlight. Health impact: airway irritation, reduced lung function on exertion, and crop/vegetation yield loss. Engineering control: VOC vapour-recovery systems at fuel-storage and dispensing facilities cut the hydrocarbon precursor available for the photochemical cycle.
Part (ii) — combustion air demand for the coal-fired plant.
Given. The plant burns 55,000 US tons of coal per day; the supplied reaction is the stoichiometric oxidation of carbon, $C+O_2\rightarrow CO_2$.
| Quantity | Value |
|---|---|
| Coal consumption rate | 55,000 US tons/day |
| Reaction | $C+O_2\rightarrow CO_2$ (coal treated as carbon — see the check note) |
| Molar mass, C | 12.011 kg/kmol |
| Molar mass, O₂ | 32.00 kg/kmol |
| Air composition | 21% O₂ by mole (molar mass of air ≈ 28.97 kg/kmol) |
| Plant rating | 4,500 MW (context only — see the check note) |
Find. The mass and volumetric flow rate of air required to stoichiometrically combust the daily coal feed.
Approach. Convert the coal feed to a molar carbon flow, apply the 1:1 stoichiometry of $C+O_2\rightarrow CO_2$ to get the theoretical O₂ demand, then scale to air using the 21% O₂ mole fraction of standard dry air.
| Result | Value |
|---|---|
| Stoichiometric O₂ demand | 1.329×10⁸⁸ kg/day (132,930 t/day) |
| Theoretical air demand (mass) | 5.73×10⁸⁸ kg/day (≈6,630 kg/s) |
| Theoretical air demand (volume, STP) | 4.43×10⁸⁸ m³/day (≈5,130 m³/s) |