NivaarExam PrepOfficial exam papers ↗

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

Question 4 of 18: Required Landfill Area for a Community of 31,000

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 4: Required Landfill Area for a Community of 31,000 (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.

QuantityValue
Population served31,000 persons
Generation rate3 kg/capita·day
Compacted specific weight in landfill500 kg/m³
Average compacted depth of refuse8 m

Find. The landfill footprint area (excluding any buffer zone) required to accommodate the community's waste.

Approach. No design/service life is stated, so — consistent with the same no-life-given framing used in Question 2 — this is answered as an annual land-consumption rate: convert the daily generation rate to an annual mass, convert to an annual placed volume via the compacted specific weight, then divide by the compacted depth.

  1. Daily and annual waste mass. $W_{day} = 31{,}000 \times 3 = 93{,}000\ \text{kg/day}$; $W_{yr} = 93{,}000 \times 365 = 33{,}945{,}000\ \text{kg/yr}$.
  2. Annual compacted (in-place) volume. $V_{yr} = \dfrac{W_{yr}}{\rho} = \dfrac{33{,}945{,}000\ \text{kg/yr}}{500\ \text{kg/m}^3} = 67{,}890\ \text{m}^3/\text{yr}$.
  3. Annual land area, dividing by the compacted depth. $A_{yr} = \dfrac{V_{yr}}{d} = \dfrac{67{,}890\ \text{m}^3/\text{yr}}{8\ \text{m}} = \boxed{8{,}486\ \text{m}^2/\text{yr}\ (\approx 0.85\ \text{ha/yr})}$.
Check
As in Question 2, no operating/design life is stated, so the boxed figure is an annual land-consumption rate; multiplying by an intended operating life (e.g. ×20 for a 20-year landfill → ≈17.0 ha) gives the total footprint, excluding buffer zone, access roads, leachate/gas infrastructure and daily-cover soil volume.
QuantityResult
Annual compacted waste volume67,890 m³/yr
Required landfill area (excl. buffer)8,486 m²/yr (≈ 0.85 ha/yr)