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18-Env-B9 Environmental Chemistry and Microbiology · May 2017

Question 6 of 18: Process Flow Diagram for Municipal Wastewater Reclamation

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

Notes on this paper

National Exams — May 2017 — 04-Env-B9, Environmental Chemistry/Microbiology. 3 hours duration; closed-book exam (approved Casio or Sharp calculator only). The paper has two sections — Section 1: Chemistry (6 questions, 50 marks) and Section 2: Microbiology (12 questions, 50 marks) — eighteen questions constitute the complete exam and all are answered below. Total examination mark 100.

Reference texts. Davis & Cornwell, Introduction to Environmental Engineering (6th ed.) (water chemistry, coagulation, sludge chemistry, disinfection); Metcalf & Eddy (Tchobanoglous, Stensel, Tsuchihashi & Burton), Wastewater Engineering: Treatment and Resource Recovery (5th ed.) (chemical phosphorus precipitation, biomass stoichiometry, activated-sludge microbiology, SRT/F:M); Madigan, Martinko, Bender, Buckley & Stahl, Brock Biology of Microorganisms (14th ed.) (bacterial structure, growth kinetics, microbial physiology); Guidelines for Canadian Drinking Water Quality (Health Canada).

Section 1: Chemistry (6 questions, 50 marks)

Question 6: Process Flow Diagram for Municipal Wastewater Reclamation (5 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: no influent loads or effluent targets are supplied for this open sketch question, so one defensible, EGBC-typical potable-reuse train is presented (conventional secondary treatment followed by an advanced-treatment barrier train), consistent with current indirect/direct potable reuse practice.

Reclaiming drinkable water from raw municipal wastewater requires two stages in series: conventional secondary treatment to remove the bulk of BOD/TSS/nutrients, followed by an advanced multi-barrier train that removes the residual dissolved solids, trace organics and pathogens to a potable standard. The train sketched below is screening & grit removal → primary clarification → nitrifying activated sludge → secondary clarification → micro-/ultrafiltration (particulate/pathogen barrier) → reverse osmosis (dissolved-solids/trace-organic barrier) → UV/advanced oxidation (AOP) disinfection → product water, with primary and waste-activated sludge routed to solids handling, membrane backwash returned for reprocessing, and the RO concentrate (brine) sent to disposal/further treatment.

Screening &Grit RemovalPrimaryClarifierNitrifyingActivated SludgeSecondaryClarifierMicro-/Ultra-filtrationReverseOsmosisUV/AOPDisinfectionProduct Water(potable reuse)Raw municipalwastewaterPrimary sludgeWASBackwashsolidsRO concentrate(brine)
Fig. Q6 — Process flow diagram: municipal wastewater reclamation to potable-quality product water.