18-Env-A1 Principles of Environmental Engineering · December 2015
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
National Exam — December 2015 — 04-Env-A1 Principles of Environmental Engineering (Closed Book, 3 hours; candidate-prepared 8½×11" double-sided aid sheet permitted). Any five (5) of the seven (7) problems below constitute a complete paper; all seven are solved here as a full study resource.
Reference texts: Davis & Cornwell, Introduction to Environmental Engineering, 6th ed.; Metcalf & Eddy, Wastewater Engineering: Treatment and Resource Recovery, 5th ed.; Mihelcic & Zimmerman, Environmental Engineering: Fundamentals, Sustainability, Design; MWH's Water Treatment: Principles and Design, 3rd ed.; Guidelines for Canadian Drinking Water Quality (Health Canada); Canadian Council of Ministers of the Environment (CCME) water quality guidelines; Canadian Environmental Protection Act (CEPA, 1999).
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.
Wastewater treatment relies heavily on gravity settling processes whose effectiveness is governed directly by particle size and density through Stokes' Law, $v_s = \dfrac{g(\rho_p-\rho_w)d^2}{18\mu}$, which shows that settling velocity increases with the square of particle diameter and with the density contrast between particle and water. Two processes exploit this relationship in distinct regimes.
Grit chambers (preliminary treatment) remove dense, discrete inorganic particles — sand, gravel, crushed food waste, coffee grounds — that settle as individual (Type I, discrete) particles without flocculating or interacting with each other. The key engineering principle is designing the channel/tank so the horizontal flow-through velocity (typically held near 0.3 m/s by a proportional-flow weir or a constant-velocity channel shape) is fast enough to keep lighter organic solids in suspension (so they pass on to biological treatment rather than being wasted with the grit) while remaining slow enough that the much denser grit (specific gravity ≈ 2.65, versus ≈1.02–1.2 for organics) has time to settle to the bottom within the chamber's detention time.
Primary/secondary sedimentation tanks (clarifiers) instead remove the lighter, lower-density organic solids (raw primary solids, or biological floc from an activated-sludge or trickling-filter process) that behave as Type II, flocculent particles: as they settle they collide and agglomerate, growing in effective diameter and settling velocity with depth. The key engineering principle is sizing the tank by surface overflow rate (Q/A, m³/m²·d) rather than detention time alone — because flocculent particles' settling velocity increases as they fall, a lower overflow rate (larger surface area) captures progressively smaller/lower-density floc, and the tank surface area, not its depth, is therefore the controlling design variable.
Water vapor (H2O) is the largest single contributor to the natural greenhouse effect by mass and radiative effect: its bent, polar molecular structure has vibrational and rotational modes that strongly absorb outgoing longwave (infrared) radiation from the Earth's surface and re-radiate a portion of it back downward, warming the lower atmosphere. Because atmospheric water vapor content itself rises with temperature (Clausius–Clapeyron relation), it also acts as a powerful positive feedback that amplifies warming initiated by other gases, rather than being a persistent forcing agent on its own (it cycles out of the atmosphere in days via precipitation).
Carbon dioxide (CO2) is the principal long-lived anthropogenic greenhouse gas: it absorbs strongly in the 15 μm infrared band that coincides with a significant fraction of Earth's outgoing thermal radiation, and because its atmospheric residence time is on the order of centuries, CO2 released today (fossil fuel combustion, cement manufacture, deforestation) continues to exert a warming influence for generations, making it the reference gas against which other greenhouse gases' global warming potential (GWP) is scaled.
Methane (CH4) is a far more potent absorber per molecule than CO2 (GWP ≈ 28–30 over a 100-year horizon) because its molecular structure gives it strong absorption bands in the infrared window that CO2 and water vapor do not fully saturate; it is emitted from livestock digestion, landfill anaerobic decomposition, and oil/gas system leaks, and although its atmospheric lifetime (≈12 years) is much shorter than CO2's, its high near-term radiative forcing makes methane capture (e.g., landfill gas collection) an effective short-term climate lever.
Nitrous oxide (N2O), produced primarily by microbial nitrification/denitrification of nitrogen fertilizers in agricultural soils and by some combustion processes, has an even higher per-molecule GWP (≈265–298 over 100 years) and a long atmospheric lifetime (≈114 years), and it additionally participates in stratospheric ozone depletion — making agricultural nitrogen management a greenhouse-gas as well as a water-quality issue.
Photochemical smog develops when nitrogen oxides (NOx) and volatile organic compounds (VOCs), emitted principally from vehicle exhaust and industrial combustion, accumulate under strong sunlight (UV radiation drives the NO2 photolysis cycle that initiates the reaction chain) combined with warm, calm, low-wind conditions and often a temperature inversion that traps pollutants near ground level rather than allowing them to disperse vertically; the resulting photochemical reactions produce ground-level ozone (O3) and peroxyacetyl nitrates (PANs) as the characteristic secondary pollutants of smog. These conditions are most pronounced in urban basins during summer afternoons, when morning traffic emissions have had several hours of sunlight to react before the afternoon ozone peak.
A soft (non-structural) engineering approach is a transportation-demand or emissions-management program — for example, promoting transit/carpooling and issuing smog-day advisories that trigger voluntary trip reduction, or a vehicle emissions-inspection program that removes high-VOC/NOx vehicles from the fleet — reducing precursor loading without new infrastructure. A hard (structural/technical) engineering approach is installing catalytic converters and selective catalytic reduction (SCR) systems on vehicles and industrial stacks to destroy NOx and unburned hydrocarbons at the source, or vapor-recovery systems on fuel storage/dispensing to capture VOC emissions before they reach the atmosphere.