---
title: "Annual bleaching powder 10 MLD; break point"
subject: "Water Supply Engineering"
chapter: 6
key: "semester_5/water_supply_engineering:bleaching-s71"
source: https://www.bctengineer.com/q/semester_5/water_supply_engineering/bleaching-s71
site: BCT Engineering
---

# Annual bleaching powder 10 MLD; break point

Water Supply Engineering · Chapter 6: Water Treatment

- Asked in: 2071 Shrawan, 8 marks
- Video: [pressure filter! Disinfection! chlorination! factory effecting! Numerical! types of aeration!#ioe](https://www.youtube.com/watch?v=Pr8fCTxjjG0) — Sanjay64official
- Answer checked by Claude Opus 5.5 (high effort) on 2026-10-14
- Page: https://www.bctengineer.com/q/semester_5/water_supply_engineering/bleaching-s71
- Whole chapter: https://www.bctengineer.com/md/semester_5/water_supply_engineering/chapter-6

## Question

Determine the amount of bleaching powder required annually in a water treatment plant treating 10 MLD of water if 0.3 ppm of chlorine dose is required. Available bleaching powder contains 27% of chlorine. Describe the break point chlorination in water treatment process.

## Short answer

Break-point chlorination supplies chlorine to oxidize all demand compounds, leaving free residual; the break point is the dose at which residual dips to a minimum. For 10 MLD at 0.3 mg/L dose and27% chlorine, daily bleach=3.00/0.27=11.11 kg; annually 11.11×365=4056 kg(4.06 tonnes).

## Answer

#### Annual quantity of bleaching powder
Flow = 10 MLD $= 10\times10^6$ l/day; chlorine dose = 0.3 mg/l; available chlorine = 27 %.

$$
\begin{aligned} \text{Chlorine per day} &= 0.3\times10\times10^6\ \text{mg} = 3\times10^6\ \text{mg} = 3.00\ \text{kg/day} \\ \text{Bleaching powder per day} &= \frac{3.00}{0.27} = 11.11\ \text{kg/day} \\ \text{Per year} &= 11.11\times365 = 4056\ \text{kg} \approx 4.06\ \text{tonnes} \end{aligned}
$$

**Answer: about 4056 kg (4.06 tonnes) of bleaching powder per year.**

#### Break-point chlorination in water treatment
**Break-point chlorination** is the addition of chlorine to water in a quantity large enough to oxidise all the chlorine-demanding substances (reducing agents, ammonia, organic matter) so that a **free residual chlorine** is left. The dose at which the residual falls to its minimum and then starts to rise again as free chlorine is the **break point**.

```text
 Residual
 chlorine
   ^
   |                  B
   |                 / \                     /
   |                /   \                  /
   |               /     \               /    free residual
   |              /       \            /      (HOCl + OCl-)
   | combined    /         \         /
   | residual   /           \      /
   |           /             \   /
   |          /               \/
   +----------+-------+-------+----------------->  Chlorine dose
   O          A       B       C
   |  Zone 1  | Zone 2| Zone 3|     Zone 4
```
A = demand of reducing agents met, B = peak of combined residual (chloramines), C = break point

1. **Zone 1 (O to A)**: the chlorine first reacts with reducing compounds (Fe$^{2+}$, Mn$^{2+}$, H$_2$S, organic matter) and is used up. No residual appears.
2. **Zone 2 (A to B)**: once this demand is met, chlorine reacts with ammonia and amines to form **chloramines** (NH$_2$Cl, NHCl$_2$). The combined residual rises to a peak at B.
3. **Zone 3 (B to C)**: further chlorine oxidises the chloramines to nitrogen gas and other products (N$_2$O, NCl$_3$), so the residual **falls** to a minimum at C. Tastes and odours are most noticeable in this zone.
4. **Zone 4 (beyond C)**: all the ammonia and oxidisable organic matter have been destroyed; the added chlorine remains as **free chlorine** (HOCl and OCl$^-$), and the residual rises in direct proportion to the dose.

## Check yourself

The answer's key points as multiple-choice questions, with the correct option and why.

1. Chlorine per day for 10 MLD at 0.3 ppm?
   A. 30 kg/day
   B. 0.3 kg/day
   C. 11.11 kg/day
   D. 0.3 mg/l x 10^7 l = 3.0 kg/day
   Answer: D. 3x10^6 mg = 3 kg. (Key point: Chlorine per day)

2. Annual bleaching powder at 27 % chlorine?
   A. 3.0 / 0.27 = 11.11 kg/day, x 365 = about 4056 kg
   B. 3.0 x 365 = 1095 kg
   C. 3.0 x 0.27 x 365 = 296 kg
   D. 11.11 kg
   Answer: A. Divide by the available fraction, then multiply by 365. (Key point: Bleaching powder per year)

3. What exists beyond the break point?
   A. Chloramines peaking
   B. Free chlorine (HOCl and OCl-) rising with dose
   C. No residual
   D. Nitrate only
   Answer: B. All demand is oxidised so excess is free. (Key point: Zone 4)

4. What happens between a and b?
   A. Residual rises as free chlorine
   B. Chloramines form
   C. Chloramines are oxidised and residual falls
   D. No reaction occurs
   Answer: C. Tastes and odours are worst here. (Key point: Zone 3)

## Related in Water Supply Engineering

- [Break point chlorination; bleaching powder for 2 MLD](https://www.bctengineer.com/question.md?key=semester_5%2Fwater_supply_engineering%3Ableaching-c69) — Water Supply Engineering, chapter 6
- [Super/break point chlorination; bleaching 20 MLD](https://www.bctengineer.com/question.md?key=semester_5%2Fwater_supply_engineering%3Ableaching-a76) — Water Supply Engineering, chapter 6
- [Bleaching powder for 2 MLD, 30% chlorine](https://www.bctengineer.com/question.md?key=semester_5%2Fwater_supply_engineering%3Ableaching-b79) — Water Supply Engineering, chapter 6
- [Break point chlorination; bleaching powder 500000 L](https://www.bctengineer.com/question.md?key=semester_5%2Fwater_supply_engineering%3Ableaching-c71) — Water Supply Engineering, chapter 6
- [Bleaching powder for 5 MLD, chlorine demand 0.1](https://www.bctengineer.com/question.md?key=semester_5%2Fwater_supply_engineering%3Ableaching-a75) — Water Supply Engineering, chapter 6
- [Disinfection factors; bleaching powder 5 ML/day](https://www.bctengineer.com/question.md?key=semester_5%2Fwater_supply_engineering%3Ableaching-bk79) — Water Supply Engineering, chapter 6
