18-Env-A1 Principles of Environmental Engineering · December 2013
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
National Exams — December 2013 — 04-Env-A1 / Principles of Environmental Engineering. 3 hours duration; closed book with an 8.5×11 in double-sided aid sheet; Casio or Sharp approved calculator only. Any five questions constitute a complete paper (first five answers marked); all seven are solved below for completeness. Each question is worth 20 marks.
Reference texts. Davis & Cornwell, Introduction to Environmental Engineering (6th ed.); Metcalf & Eddy, Wastewater Engineering: Treatment and Resource Recovery (5th ed.); MWH’s Water Treatment: Principles and Design (3rd ed.); Guidelines for Canadian Drinking Water Quality (Health Canada); Canadian Council of Ministers of the Environment (CCME) water-quality guidelines; Canadian Environmental Protection Act, 1999 (CEPA).
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.
$\alpha$ is an empirical proportionality (calibration) coefficient that relates the organic-carbon-normalized partition coefficient to the compound's octanol-water partition coefficient; it captures the fact that natural organic carbon is not identical to octanol, so a correction factor (commonly of order 0.4–0.6, e.g. the widely used Karickhoff value $\approx 0.63$ for $K_{OC}$ vs $K_{OW}$) is needed to convert one to the other.
$f_{OC}$ is the fraction of organic carbon in the soil or sediment solids — a property of the sorbent, dimensionless (mass organic carbon / mass dry solids). It sets how much sorption capacity the solid phase actually has: a mineral soil with $f_{OC} \approx 0.001$ sorbs far less of a hydrophobic contaminant than an organic-rich sediment with $f_{OC} \approx 0.05$.
$K_{OW}$ is the octanol-water partition coefficient of the chemical itself — a property of the contaminant, measuring its hydrophobicity (how strongly it prefers a non-polar organic phase over water). A high-$K_{OW}$ compound (e.g., many chlorinated pesticides) partitions strongly to organic carbon wherever it is present.
Together, a high $f_{OC}$ solid and a high-$K_{OW}$ chemical produce a high $K_d$: strong sorption to soil/sediment solids, low aqueous mobility (slow transport in groundwater), but correspondingly higher persistence in sediment and bioaccumulation potential in the food chain.
Given. TAN $= 20\ \text{mg/L}$, pH $= 9$, $T = 25\,{}^{\circ}\text{C}$, $K_b = 2\times10^{-5}$ for $\text{NH}_3+\text{H}_2\text{O}\rightleftharpoons\text{NH}_4^{+}+\text{OH}^{-}$.
Find. The percentage of TAN present as $\text{NH}_3\text{-N}$ and as $\text{NH}_4^{+}\text{-N}$.
Approach. Convert pH to $[\text{OH}^-]$, use $K_b$ to find the $[\text{NH}_4^+]/[\text{NH}_3]$ ratio, then convert that ratio to percentages of the fixed TAN pool.
| Quantity | Value |
|---|---|
| $[\text{NH}_4^+]/[\text{NH}_3]$ ratio | 2.0 |
| NH₃-N (of TAN) | 33.3% (6.67 mg/L) |
| NH₄⁺-N (of TAN) | 66.7% (13.33 mg/L) |
Given. First-order decay, rate constant $k$; target $C_{out}/C_{in} = 0.01$ (99% removal).
Find. (a) mean residence time $\tau$ for one CMFR; (b) total mean residence time for four equal-volume CMFRs in series, same overall removal.
Approach. Apply the steady-state CMFR design equation for a first-order reaction, once for a single tank and once for $N$ equal tanks in series (each with residence time $\tau/N$).
| Configuration | $k\tau$ required | $\tau$ |
|---|---|---|
| Single CMFR | 99 | 99/k |
| Four equal CMFRs in series | 8.65 | 8.65/k |