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18-Env-B5 Industrial & Hazardous Waste Management · May 2017

Question 6 of 19: Handling a Bio-Inhibitory Compound When Biological Treatment Is Otherwise Preferred

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

Notes on this paper

Reference texts: Nemerow & Dasgupta, Industrial and Hazardous Waste Treatment, 2nd ed.; Metcalf & Eddy, Wastewater Engineering: Treatment and Resource Recovery, 5th ed.; Davis & Cornwell, Introduction to Environmental Engineering, 6th ed.; LaGrega, Buckingham & Evans, Hazardous Waste Management, 2nd ed.; CCME, Guidelines for the Management of Biomedical Waste in Canada (1992); Canadian Environmental Protection Act (CEPA), 1999; Canadian Nuclear Safety Commission (CNSC) regulations on radioactive waste under the Nuclear Safety and Control Act; provincial hazardous waste regulations (e.g. BC's Environmental Management Act and Hazardous Waste Regulation).

Question 6: Handling a Bio-Inhibitory Compound When Biological Treatment Is Otherwise Preferred (6 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.

Since biological treatment is otherwise the best-suited option, the objective is to neutralize or remove the inhibitor rather than abandon biological treatment altogether — the options range from removing the inhibitor before the biological stage to building biomass resistance to it.

  1. Identify and quantify the inhibitor. Use bioassay/respirometry (or literature toxicity thresholds) to confirm which compound is inhibitory and at what concentration inhibition begins, since the fix depends on the specific compound and its mechanism (e.g. heavy metal enzyme poisoning vs. an organic solvent disrupting cell membranes).
  2. Source control/segregation. If the inhibitor originates from one identifiable process stream, segregate that stream and treat or recover it separately before it ever reaches the combined biological system.
  3. Physical/chemical pretreatment. Remove or neutralize the inhibitor ahead of the biological stage — e.g. precipitation or ion exchange for a heavy metal, oxidation or activated-carbon adsorption for an organic inhibitor — so the biological process only sees a non-inhibitory feed.
  4. Equalization and dilution. Where segregation is not practical, blend the inhibitory stream with the rest of the flow at a ratio confirmed (by bioassay) to stay below the inhibition threshold, recognizing this reduces concentration but not total mass loading.
  5. Biomass acclimation and bioaugmentation. Gradually acclimate the existing biomass to low, increasing concentrations of the inhibitor to build tolerance, or bioaugment with a specialized microbial culture known to tolerate or degrade the specific compound.
  6. Fallback to physical-chemical treatment. If none of the above adequately protects the biological process, treat the inhibitory fraction by physical-chemical means and route only the non-inhibitory fraction to biological treatment.