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

Question 1 of 28: Variations in Industrial Water Use

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 1: Variations in Industrial Water Use (3 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.

Industrial water use is rarely constant; a plant's demand and the resulting wastewater generation vary along several independent axes, and a treatment train must be sized for the governing combination rather than the average.

  1. Seasonal variation — canning, brewing and other agri-processing industries run only part of the year, so both flow and load swing from near-zero to peak production.
  2. Daily (diurnal) variation — shift changes, batch discharges and cleaning cycles produce hour-to-hour peaks well above the 24-hour average.
  3. Day-of-week variation — single- or double-shift operations idle on weekends, then restart with a first-shift surge.
  4. Production-rate variation — water use scales with output, so a plant expansion or a slow order book changes both flow and concentration.
  5. Process-batch variation — a batch or campaign process (dye runs, cleaning-in-place) discharges intermittently at high strength rather than continuously at low strength.
  6. Random/upset variation — spills, equipment failure or off-spec batches create unplanned, short-duration high-strength discharges that a design must tolerate.
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