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18-Env-B4 Site Assessment and Remediation · May 2014

Question 8 of 8: m-Xylene Pool Volatilization Time

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

Notes on this paper

National Exams — May 2014 — 04-Env-B4 / Site Assessment and Remediation. 3 hours duration; open-book exam (any non-communicating calculator permitted). The paper is split into Section A (five questions, candidates asked to answer three) and Section B (three questions, candidates asked to answer two), each question worth 20 marks. All eight questions are solved below for completeness.

Reference texts. Suthersan & Payne, Remediation Engineering: Design Concepts (CRC Press); Gavaskar, Gupta, Sass, Janosy & O'Sullivan, Design Guidance for Application of Permeable Reactive Barriers for Groundwater Remediation (Battelle/EPA, 2000); ASTM E1527 Standard Practice for Phase I Environmental Site Assessments and ASTM E1903 Standard Practice for Phase II ESA; Mercer & Cohen (1990), “A review of immiscible fluids in the subsurface,” Journal of Contaminant Hydrology; Freeze & Cherry, Groundwater; Davis & Cornwell, Introduction to Environmental Engineering (6th ed.); Ontario Reg. 153/04 under the Environmental Protection Act (Record of Site Condition regime); BC Environmental Management Act — Contaminated Sites Regulation.

Section A — Three of Five Questions

Question B-3: m-Xylene Pool Volatilization Time (20 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. $V = 5{,}000$ L spilled as a pool of thickness $\delta = 2.5$ mm; density $\rho = 0.867$ g/mL; molar mass of m-xylene ($C_8H_{10}$), $M = 106.16$ g/mol; $T = 25^\circ\text{C} = 298.15$ K; partial (vapour) pressure $p = 0.0109$ atm; air-phase mass-transfer coefficient $k_g = 1500$ cm/h at 3 m/s wind.

Find. The time for the spilled pool to fully volatilize, and the qualitative/quantitative effect of wind speed on that rate.

Approach. Two-film mass-transfer theory: with background air concentration ≈ 0, the volatilization flux is gas-phase controlled and given by $N = k_g p/(RT)$; multiplying by the pool area and total spilled mass gives the time to fully evaporate.

  1. Pool area. $A = V/\delta = \dfrac{5.0\ \text{m}^3}{0.0025\ \text{m}} = \boxed{2000}\ \text{m}^2$.
  2. Total mass spilled. $m = V\rho = 5{,}000{,}000\ \text{mL} \times 0.867\ \text{g/mL} = \boxed{4335}\ \text{kg}$.
  3. Molar volatilization flux. Converting $k_g = 1500$ cm/h $= 15$ m/h, and using $R = 8.206\times10^{-5}\ \text{atm}\cdot\text{m}^3/(\text{mol}\cdot\text{K})$: $N = \dfrac{k_g\,p}{RT} = \dfrac{15 \times 0.0109}{8.206\times10^{-5}\times298.15} = 6.68\ \text{mol/(m}^2\cdot\text{h)}$.
  4. Mass flux and total evaporation rate. $n'' = NM = 6.68 \times 106.16 = 709\ \text{g/(m}^2\cdot\text{h)}$; over the whole pool, $\dot m = n''A = 709 \times 2000 = \boxed{1419}\ \text{kg/h}$.
  5. Time to fully volatilize. $t = m/\dot m = 4335/1419 = \boxed{3.06}\ \text{h}$ (≈3 h 4 min).
Final Results
QuantityValue
Pool area2000 m²
Total mass spilled4335 kg
Molar flux, N6.68 mol/(m²·h)
Total evaporation rate1419 kg/h
Time to fully volatilize≈3.06 h

Impact of wind speed. The air-phase mass-transfer coefficient $k_g$ is itself a function of wind speed — correlations such as MacKay & Matsugu's for a flat evaporating pool give roughly $k_g \propto u^{0.78}$, so volatilization is directly wind-driven: faster air movement thins the stagnant boundary layer immediately above the pool surface, steepening the concentration gradient that drives diffusion into the bulk air and raising $k_g$ (and hence the evaporation rate) accordingly. Applying that scaling, doubling the wind speed from 3 to 6 m/s would raise $k_g$ (and the evaporation rate) by a factor of $2^{0.78} \approx 1.72$, cutting the volatilization time to roughly $3.06/1.72 = \boxed{1.78}\ \text{h}$; conversely, calm conditions (low wind) would substantially prolong both the volatilization time and the associated inhalation-hazard/odour footprint around the spill, which is why wind speed and direction are core inputs to any spill-response air-monitoring and evacuation-distance decision.

Check: assumes background ambient m-xylene concentration ≈ 0 (gas-phase driving force = full partial pressure) and a constant pool area/thickness through the evaporation period — in reality the pool thins and its edges recede as it evaporates, which would modestly extend the estimated time versus this constant-area screening calculation.
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