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18-Env-B5 Industrial & Hazardous Waste Management · December 2016

Question 13 of 19: Determining Waste Generation Rates and Characteristics for a Pre-Construction Industry

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; Basel Convention on the Control of Transboundary Movements of Hazardous Wastes (1989); Canadian Nuclear Safety Commission (CNSC) regulations on radioactive waste; provincial hazardous waste regulations (e.g. BC's Environmental Management Act and Hazardous Waste Regulation).

Question 13: Determining Waste Generation Rates and Characteristics for a Pre-Construction Industry (10 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.

With no plant yet built and no measured data to draw on, the engineer has to substitute analogous, calculated and pilot-derived information for the direct measurement an in-plant survey would otherwise provide, and then build in conservatism/flexibility to cover the resulting uncertainty:

  1. Literature and published-data review — search for waste generation factors from any published effluent guideline, industry-association data, or case study for the same or an analogous process/SIC code (an unbuilt "unicorn" process rarely has a direct precedent, so the closest analogous manufacturing process — e.g. similar raw materials, similar unit operations, similar production scale — is used as a starting benchmark).
  2. Mass/material balance from the process design — use the proposed process flow diagram, raw-material inputs, product yield and process chemistry (stoichiometry) to calculate waste generation directly: waste = raw material input − product output − recycled/recovered material, for both liquid and solid streams.
  3. Equipment vendor/technology-supplier data — the manufacturers of the specific process equipment being purchased can typically supply water-usage and waste-generation rates for their own units, since they have tested them.
  4. Bench-scale or pilot-scale testing — run a scaled-down version of the actual proposed process (even a laboratory bench-scale reactor) to directly generate and characterize representative waste samples before full-scale construction.
  5. Site visits/benchmarking against comparable existing facilities — if any comparable operating facility exists elsewhere (even in another jurisdiction), review its published discharge monitoring reports or arrange a site visit to obtain real operating data.
  6. Regulatory-agency and permit-database review — publicly available discharge monitoring reports from similarly-permitted facilities can substitute for direct measurement.
  7. Conservative engineering estimates with a design contingency — where no better data source exists, apply a documented, defensible engineering estimate with a safety factor, rather than an unsupported guess.
  8. Phased, flexible/expandable design — because pre-construction estimates always carry uncertainty, design the treatment system with built-in flexibility (modular capacity, monitoring provisions) so it can be adjusted once actual production data becomes available after start-up, rather than betting the whole design on an untested estimate.