16-Civ-B5 Water Supply and Wastewater Treatment · December 2018
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Paper format. National Examination, December 2018 — 16-Civ-B5 Water Supply and Wastewater Treatment. Three hours, closed book, one aid sheet written on both sides, and only an approved Casio or Sharp calculator. Question 1 is compulsory and candidates attempt any three of Questions 2–5; every question carries 25 marks. Marks are shown at the end of each question and the paper explicitly invites candidates to state any assumptions they make. All five questions are worked below, because the set is a study resource rather than a three-hour sitting.
Reference texts.
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. A 20 mL water sample is titrated with standardised 0.02 N sulfuric acid to two successive indicator end-points.
| Quantity | Symbol | Value |
|---|---|---|
| Sample volume | $V_s$ | 20 mL |
| Titrant normality | $N$ | 0.02 N $\text{H}_2\text{SO}_4$ |
| Acid to the phenolphthalein end-point (pH 8.3) | $V_P$ | 6 mL |
| Acid to the bromocresol-green end-point (pH 4.5) | $V_T$ | 8 mL (cumulative from the start) |
Find. The name and value of the alkalinity measured at each end-point, and the further alkalinity species that the pair of readings allows to be calculated.
Approach. Convert each titrant volume to an alkalinity in mg/L as $\text{CaCO}_3$ with the Standard Methods 2320 B expression, then use the relative size of the two results to identify which carbonate species can coexist and to split the total into hydroxide, carbonate and bicarbonate alkalinity.
| Quantity | Basis | Value |
|---|---|---|
| Phenolphthalein alkalinity, $P$ (pH 8.3 end-point) | mg/L as $\text{CaCO}_3$ | 300 |
| Total alkalinity, $T$ (pH 4.5 end-point) | mg/L as $\text{CaCO}_3$ | 400 |
| Hydroxide (caustic) alkalinity, $2P-T$ | mg/L as $\text{CaCO}_3$ | 200 |
| Carbonate alkalinity, $2(T-P)$ | mg/L as $\text{CaCO}_3$ | 200 |
| Bicarbonate alkalinity | mg/L as $\text{CaCO}_3$ | 0 |
| Implied hydroxide concentration and pH | mg/L as $\text{OH}^-$ / – | 68.0 / 11.6 |
Check: the second reading is taken as cumulative. Standard Methods runs the two end-points on one aliquot, so 8 mL is the total acid added from the start and $T = 400\ \text{mg/L}$. If the 8 mL were instead read as a further 8 mL after the first end-point, the total would be 14 mL, $T = 700\ \text{mg/L}$, and $P = 300 < T/2 = 350$ would put the water on the carbonate-plus-bicarbonate branch with $\text{CO}_3^{2-} = 600$ and $\text{HCO}_3^- = 100\ \text{mg/L}$ — a completely different answer. The cumulative reading is the correct one and is confirmed by the resulting pH of 11.6 being a realistic softening-plant value.
Ultraviolet disinfection inactivates micro-organisms by photochemical damage to their nucleic acid, not by chemical oxidation. Germicidal UV in the UV-C band, with the low-pressure mercury lamp emitting essentially monochromatically at 253.7 nm, is absorbed by the pyrimidine bases of DNA and RNA; adjacent thymine bases on the same strand dimerise, the covalent cross-link blocks the replication fork, and the organism — although still metabolically alive and still countable as a cell — can no longer reproduce and therefore cannot cause infection. The absorption maximum of DNA at about 260 nm is what makes 254 nm so efficient.
A UV reactor is accordingly a hydraulic device, not a contact tank. Water passes through a closed vessel or an open channel containing banks of lamps sheathed in quartz sleeves; the delivered dose (properly, the UV fluence) is $$D = I_{\text{avg}} \times t$$ in $\text{mJ/cm}^2$, where $I_{\text{avg}}$ is the average germicidal irradiance in the reactor and $t$ the residence time. A typical validated drinking-water design dose of 40 $\text{mJ/cm}^2$ is delivered by an average irradiance of 10 $\text{mW/cm}^2$ in about four seconds — three orders of magnitude faster than a chlorine contact tank. Because both terms in the product vary across the reactor cross section, dose is not calculated from first principles for a real unit; it is established by bioassay validation, and the reactor is then operated within its validated envelope of flow, UV transmittance and lamp power.
Water quality enters through the UV transmittance. Attenuation follows the Beer–Lambert law, so a water of 65 per cent UVT per centimetre has an absorption coefficient of $-\log_{10}(0.65) = 0.187\ \text{cm}^{-1}$ and passes only 11.6 per cent of the incident intensity across a 5 cm lamp spacing, against 77.4 per cent for a 95 per cent-UVT water — a factor of 6.7 in delivered dose for the same lamps. Organic colour, iron and turbidity all depress UVT, and particles additionally shield organisms bodily, so UV is placed downstream of filtration and never treats a poorly clarified water.
Advantages over chlorination. UV forms no halogenated disinfection by-products, since nothing is added to the water; it is extremely effective against the chlorine-resistant protozoa, needing only about 12 $\text{mJ/cm}^2$ for 3-log Cryptosporidium inactivation where chlorine is essentially useless; contact times are seconds rather than tens of minutes, so the footprint is small; there is no taste, odour or pH effect, no chemical delivery, storage or gas-hazard management, and no risk of overdose. For wastewater effluent it also avoids the toxicity of chlorine residual to the receiving water and the dechlorination step that would otherwise be required.
Disadvantages over chlorination. The decisive one is that UV leaves no residual: it cannot protect the distribution system against regrowth or post-treatment contamination, so a chlorine or chloramine residual must still be added and UV supplements rather than replaces it. Performance is invisible — there is no simple field test equivalent to a residual measurement, only lamp-intensity monitoring — and it is strongly degraded by low UVT, fouling of the quartz sleeves (requiring mechanical or chemical wipers) and lamp ageing, so lamps must be replaced on a schedule regardless of apparent output. Certain viruses are notably resistant: 4-log adenovirus inactivation requires about 186 $\text{mJ/cm}^2$, more than fifteen times the Cryptosporidium dose, which drives the validated dose upward wherever full virus credit is sought. Some organisms can also photoreactivate or repair damage in the dark if the dose is marginal. Finally the power demand is continuous and the mercury lamps are a hazardous waste at end of life.