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18-Env-A1 Principles of Environmental Engineering · December 2018

Question 7 of 7: Water Resource Management, Greenhouse Effect and Noise Pollution

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

Notes on this paper

National Exams — December 2018 — 18-Env-A1 / Principles of Environmental Engineering. 3 hours duration; closed book with a candidate-prepared 8.5×11 in double-sided aid sheet; Casio or Sharp approved calculator only. Any five questions constitute a complete paper (first five answers marked); all seven are solved below for completeness. Each question is worth 20 marks.

Reference texts. Davis & Cornwell, Introduction to Environmental Engineering (6th ed.); Metcalf & Eddy, Wastewater Engineering: Treatment and Resource Recovery (5th ed.); MWH’s Water Treatment: Principles and Design (3rd ed.); Sawyer, McCarty & Parkin, Chemistry for Environmental Engineering and Science; Guidelines for Canadian Drinking Water Quality (Health Canada); Canadian Council of Ministers of the Environment (CCME) water-quality and municipal solid-waste guidelines; Canadian Environmental Protection Act, 1999 (CEPA) and Canadian Environmental Assessment Act (CEAA 2012); Bies & Hansen, Engineering Noise Control; Andrews, Canadian Professional Engineering and Geoscience (professional ethics).

Question 7: Water Resource Management, Greenhouse Effect and Noise Pollution (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.

(i) Water Resource Management Strategies for a Reservoir Vulnerable to CSO/Stormwater Impacts

Two strategies, one addressing the short-term storm-event risk and one addressing the long-term source-water viability:

  1. Short term: real-time source-water monitoring paired with an intake-management/emergency response protocol. Continuous monitoring of raw-water turbidity, bacteriological indicators and rainfall/flow triggers upstream of the intake lets the utility detect a developing CSO or storm-runoff event and respond immediately — increasing treatment-plant coagulant dose, temporarily relocating or curtailing intake withdrawal during the worst of an event, or issuing a precautionary boil-water advisory — protecting the town's water supply in the hours to days during and immediately after a large storm, when the reservoir is most contaminated.
  2. Long term: CSO elimination through sewer separation (or CSO storage/treatment facilities) and a watershed/source-water protection program. Physically separating the combined sewer system into distinct sanitary and stormwater sewers (or, where full separation is not feasible, constructing CSO storage tanks that hold and later treat the overflow rather than discharging it untreated) removes the recurring contamination mechanism at its source, while a watershed-level source-water protection program (land-use controls, buffer zones, stormwater management standards for new development in the contributing catchment) protects the reservoir's baseline water quality independent of any single storm event.

(ii) Main Causes of Greenhouse Gases and Municipal-Scale Engineering Strategies

Three main causes of greenhouse gas emissions relevant to a municipality:

  1. Fossil-fuel combustion for electricity generation and building heating. Coal-, oil- and natural-gas-fired generation and fossil-fuel space/water heating release $CO_2$ directly from carbon oxidation, and remain the largest single GHG source category in most municipalities that have not substantially decarbonized their electricity/heating supply.
  2. Transportation (fossil-fuel combustion in vehicles). Gasoline and diesel combustion in private and commercial vehicles releases $CO_2$ (plus $N_2O$, a potent GHG, from catalytic-converter side reactions), and is typically the second-largest municipal GHG source, driven directly by vehicle-km travelled and fuel efficiency.
  3. Solid-waste decomposition (landfill methane) and wastewater treatment. Anaerobic decomposition of organic waste in a landfill generates methane ($CH_4$), a GHG roughly 25–30 times more potent than $CO_2$ over a 100-year horizon; anaerobic wastewater treatment/biosolids handling similarly generates $CH_4$ and $N_2O$.

Two engineering strategies to reduce municipal-scale greenhouse-gas effects:

  1. District energy and building-retrofit programs shifting heating/cooling to low-carbon sources. Combined heat-and-power district-energy systems, or mandated building-envelope and heat-pump retrofit standards, directly cut the combustion-based $CO_2$ from cause (1), which is usually the largest single lever available at the municipal scale.
  2. Landfill-gas capture and utilization (flaring or energy recovery) at municipal landfill sites. Installing a gas-collection well field and either flaring the captured methane (converting it to the far less potent $CO_2$) or using it for on-site energy recovery directly addresses cause (3), and is one of the most cost-effective GHG-reduction measures available to a municipality because it targets a highly potent gas at a concentrated, already-owned point source.

(iii) Strategies to Achieve Effective Aircraft Noise Reduction Near a Residential Community

Air traffic noise near a residential community is selected as the case (over rail) since it is governed by federal/provincial aviation and airport authorities and illustrates the full range of engineering-to-regulatory strategies available:

  1. Present a quantified noise-exposure case using standardized metrics (e.g., a Noise Exposure Forecast/day-night average sound level contour map) showing the affected population and the exceedance above accepted residential thresholds. Regulators act on evidence, not complaints alone; a properly measured/modelled noise contour overlaid on the residential area converts an anecdotal nuisance complaint into a quantified, comparable case against established thresholds, which is the necessary first step to persuade an authority that intervention is warranted.
  2. Propose specific, already-approved-elsewhere engineering mitigation measures (revised flight paths/altitude restrictions, a preferential-runway program, or a night-time flight curfew) so the ask is concrete and demonstrably feasible, not open-ended. Authorities are far more receptive to adopting a measure with a track record at comparable airports than to an undefined request to “reduce noise,” because a precedented measure has known cost and known effectiveness.
  3. Build a coalition case combining the technical evidence with community/municipal government support and, where relevant, health-impact evidence (sleep disturbance, stress-related health effects documented in the noise-exposed population). A technically sound proposal backed by the municipality and the affected community carries materially more weight with a federal/provincial aviation authority than a technical submission alone, because it demonstrates both the problem's severity and that the requested mitigation has genuine local support (relevant where a mitigation measure, e.g., a runway-use change, could shift noise exposure onto a different community).

Of these, the preferred method from an environmental perspective is the flight-path/altitude and preferential-runway program (strategy 2): unlike a night-time curfew (which only shifts noise timing and can concentrate daytime traffic and its own emissions/noise into fewer hours) or advocacy alone (which does not itself reduce noise), a flight-path or runway-use change directly reduces the sound-energy reaching the residential area at its source, without necessarily reducing airport capacity or displacing the noise burden onto a different community, and it can typically be implemented at comparatively low capital cost through operational procedure changes rather than new construction.

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