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18-Env-A6 Solid Waste Engineering and Management · December 2017

Question 2 of 18: Annual Landfill Area for a Population of 50,000

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

Notes on this paper

National Examination, December 2017 — 04-Env-A6 / 18-Env-A6, Solid Waste Engineering and Management. 3 hours duration, closed book, one of two calculators permitted (Casio or Sharp approved model). All eighteen (18) questions constitute a complete paper (100 marks total).

Reference texts: Tchobanoglous, Theisen & Vigil, Integrated Solid Waste Management: Engineering Principles and Management Issues; Vesilind, Worrell & Reinhart, Solid Waste Engineering; Davis & Cornwell, Introduction to Environmental Engineering (6th ed.); Freeze & Cherry, Groundwater; CCME, Guidance Document on Landfill Gas Management; Canadian Environmental Protection Act, 1999.

Question 2: Annual Landfill Area for a Population of 50,000 (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.

Given. Population = 50,000; compacted refuse depth = 4 m (cover material excluded, as stated).

Find. The annual land area (excluding buffer zone) required to place one year's compacted refuse at this depth.

Approach. Estimate the annual mass of waste generated from an assumed per-capita generation rate, convert to compacted volume using an assumed compacted density, then divide by the stated refuse depth to obtain area.

Check
Neither a generation rate nor a compacted density is given in this question. A per-capita generation rate of 2.0 kg/cap·day is assumed (a typical North American municipal design value, Tchobanoglous). The compacted density is taken as 500 kg/m³ — reused from this same paper's own Question 4 (compacted specific weight of solid waste in the landfill) for internal consistency rather than inventing a separate figure, since both questions describe an ordinary (“normally compacted”) municipal cell.
  1. Daily and annual waste mass. $W_{day} = 50{,}000 \times 2.0 = 100{,}000\ \text{kg/day}$; $W_{yr} = 100{,}000 \times 365 = 36{,}500{,}000\ \text{kg/yr} = 36{,}500\ \text{t/yr}$.
  2. Annual compacted (in-place) volume. $V_{yr} = \dfrac{W_{yr}}{\rho_{compacted}} = \dfrac{36{,}500{,}000\ \text{kg/yr}}{500\ \text{kg/m}^3} = 73{,}000\ \text{m}^3/\text{yr}$.
  3. Annual land area, dividing by the compacted depth. $A_{yr} = \dfrac{V_{yr}}{d} = \dfrac{73{,}000\ \text{m}^3/\text{yr}}{4\ \text{m}} = \boxed{18{,}250\ \text{m}^2/\text{yr}\ (\approx 1.83\ \text{ha/yr})}$.
QuantityResult
Annual waste generated36,500 t/yr
Annual compacted volume73,000 m³/yr
Annual area required (excl. buffer, excl. cover)18,250 m²/yr ≈ 1.83 ha/yr