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16-Civ-A3 Elementary Environmental Engineering · May 2018

Question 6 of 7: Wastewater Treatment and Solid-Waste Management

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

Notes on this paper

Paper format. National Exams, May 2018 — 16-Civ-A3 Elementary Environmental Engineering. Three hours; closed book with one candidate-prepared 8½ × 11 double-sided aid sheet; approved Casio or Sharp calculator only. Seven problems are printed, each worth 20 marks, and any five constitute a complete paper (maximum 100 marks). All seven are solved here, because the set is intended as a study resource rather than an exam script. Section marks are shown in brackets at the left margin of each question and are reproduced from the final-page Marking Scheme.

Reference texts.

Check: Problem 4(ii) quotes a rate constant as “20 dm6/mol2” with no time unit, and states the fundamental reaction 2A + B ⇌ C. It is solved as a forward-rate second-in-A/first-in-B rate law with $k=20\ \text{dm}^{6}\,\text{mol}^{-2}\,\text{s}^{-1}$ (the only reading that makes $-r_A=k\,C_A^{2}C_B$ dimensionally a rate); the time unit is taken as seconds per NOTE 1. Because no feed flow rate is supplied, the well-posed deliverable is the flow-independent space-time $\tau$ (with $V=\tau\,v_0$ for any stated feed basis), not an absolute volume.

Question 6: Wastewater Treatment and Solid-Waste Management (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.

Part (i) — Retrofitting the WWTP to double the load on the same footprint (10 marks)

Technical strategies. (1) Intensify the biological process on the existing footprint — convert conventional activated sludge to a high-rate process: add fine-bubble aeration and step-feed, or retrofit to MBBR/IFAS (attached-growth media in the existing tanks) or membrane bioreactors (MBR), which carry 2–3× the biomass in the same volume and produce a higher-quality effluent. (2) Debottleneck clarification and add tertiary polishing — convert secondary clarifiers to high-rate ballasted or lamella settling, add chemical precipitation for phosphorus and filtration/UV for the tightened effluent limits, so the plant meets discharge standards at the higher load.

Non-technical strategies. (1) Reduce the incoming load through demand management — water conservation and inflow-and-infiltration (I&I) reduction shrink the hydraulic and organic load reaching the plant, effectively creating capacity; industrial pre-treatment by-laws and source control keep difficult loads out. (2) Manage flows institutionally — equalization/peak-shaving operating strategy, water-reuse programs that divert flow to non-potable use, and phased capital planning with an environmental compliance-monitoring program so the retrofit is staged and verified over the 20 years.

Part (ii) — Reaching 50% waste diversion in 10 years (10 marks)

With only five years of landfill life at the current rate, diversion is urgent: halving the disposed stream roughly doubles the remaining landfill life while a longer-term solution is developed.

Technical strategies. (1) Organics diversion — curbside green-bin collection with centralized composting or anaerobic digestion; organics are typically the single largest divertible fraction (30–40% of MSW) and their removal alone approaches the 50% target. (2) Materials-recovery infrastructure — a materials-recovery facility (MRF) for expanded recycling plus construction-and-demolition and e-waste recovery, capturing the recyclable fraction that would otherwise be landfilled.

Non-technical strategies. (1) Economic and regulatory instruments — pay-as-you-throw / volume-based tipping fees, disposal bans on organics and recyclables, and extended-producer-responsibility (EPR) programs that shift packaging responsibility to producers. (2) Public education and participation — sustained outreach, clear sorting guidance, and diversion targets with public reporting; behavioural participation is what actually delivers the captured tonnages the technical systems can process.