18-Env-B4 Site Assessment and Remediation · May 2014
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
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.
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.
| Quantity | Value |
|---|---|
| Pool area | 2000 m² |
| Total mass spilled | 4335 kg |
| Molar flux, N | 6.68 mol/(m²·h) |
| Total evaporation rate | 1419 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.