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

Question 7 of 8: Three-Phase Equilibrium Partitioning of Toluene

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

Notes on this paper

National Exams; December 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); Mercer & Cohen (1990), “A review of immiscible fluids in the subsurface,” Journal of Contaminant Hydrology; Karickhoff (1981), “Semi-empirical estimation of sorption of hydrophobic pollutants on natural sediments and soils,” Chemosphere 10(8); Schwarzenbach, Gschwend & Imboden, Environmental Organic Chemistry; Freeze & Cherry, Groundwater; Davis & Cornwell, Introduction to Environmental Engineering (6th ed.); ASTM E1527 Standard Practice for Phase I Environmental Site Assessments and ASTM E1903 Standard Practice for Phase II ESA; ATSDR Toxicological Profiles for Tetrachloroethylene and Mercury; 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-2: Three-Phase Equilibrium Partitioning of Toluene (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. Basis: 1 m³ of bulk soil. Wet-basis toluene concentration 30 g/kg; dry bulk density $\rho_b=1950\ \text{kg/m}^3$; porosity $n=0.35$; volumetric water content $\theta_w=0.20\%=0.0020$ (as printed); $f_{oc}=0.03$; toluene $K_{ow}=537$, dimensionless Henry’s constant $H'=0.235$, solubility $=515$ mg/L.

Find. Mass of toluene (g) in the dissolved (water), vapour (air) and sorbed (soil) phases, assuming linear equilibrium partitioning and no separate NAPL phase.

Given data
QuantityValue
Wet-basis concentration30 g/kg
Dry bulk density, $\rho_b$1950 kg/m³
Porosity, $n$0.35
Volumetric water content, $\theta_w$0.0020
Organic carbon fraction, $f_{oc}$0.03
$K_{ow}$ / $H'$ / Solubility537 / 0.235 / 515 mg/L

Approach. Work per 1 m³ of bulk soil: convert the given phase fractions to phase volumes/masses, estimate the soil–water partition coefficient $K_d$ from $K_{ow}$ via the Karickhoff correlation, then solve the linear mass balance $M_T=C_w(V_w+H'V_a+K_dM_{s,dry})$ for the equilibrium water concentration $C_w$ and back out each phase mass.

  1. Phase volumes in 1 m³ of bulk soil. Air-filled porosity $\theta_a=n-\theta_w=0.35-0.0020=0.348$. Water volume $V_w=\theta_w\times 1000=2.0$ L; air volume $V_a=\theta_a\times 1000=348$ L; dry-solids mass $M_{s,dry}=\rho_b\times 1\ \text{m}^3=1950$ kg.
  2. Total toluene mass in the reference volume. Wet-soil mass in 1 m³ $=M_{s,dry}+V_w\rho_{water}=1950+2.0=1952$ kg. Total toluene mass: $M_T=30\ \text{g/kg}\times 1952\ \text{kg}=\boxed{58{,}560\ \text{g}}$.
  3. Soil–water partition coefficient. Using the Karickhoff (1981) correlation $K_{oc}=0.411\,K_{ow}=0.411\times 537=220.7$ L/kg, so $K_d=f_{oc}K_{oc}=0.03\times 220.7=\boxed{6.62\ \text{L/kg}}$.
  4. Solve the mass balance for $C_w$. $M_T=C_w\left(V_w+H'V_a+K_dM_{s,dry}\right)=C_w\left(2.0+0.235\times 348+6.62\times 1950\right)=C_w\times 12{,}995$. So $C_w=58{,}560/12{,}995=\boxed{4.51\ \text{g/L}}$ (4506 mg/L).
  5. Back out the phase masses. Water: $M_w=C_wV_w=4.51\times 2.0=\boxed{9.0\ \text{g}}$. Air: $M_a=H'C_wV_a=0.235\times 4.51\times 348=\boxed{368.5\ \text{g}}$. Soil: $M_s=K_dC_wM_{s,dry}=6.62\times 4.51\times 1950=\boxed{58{,}182\ \text{g}}$. Check: $9.0+368.5+58{,}182=58{,}560$ g $=M_T$. ✓
Toluene phase distribution (per 1 m³ bulk soil)
PhaseMassShare of total
Water (dissolved)9.0 g0.015%
Air (vapour)368.5 g0.63%
Soil (sorbed)58,182 g99.35%
Total58,560 g100%
Check: the computed equilibrium water concentration (4506 mg/L) is nearly 9× toluene’s aqueous solubility (515 mg/L) — physically, dissolved toluene cannot exceed solubility, so this result shows that a bulk concentration of 30 g/kg cannot in reality exist purely as dissolved + sorbed + vapour phases as the question instructs us to assume; free-phase (NAPL) toluene would actually be present at this loading. The distribution above is reported as the linear-equilibrium-partitioning answer the question explicitly asks for, with this physical inconsistency flagged rather than silently reconciled.