---
title: "Super vs break point chlorination; residual"
subject: "Water Supply Engineering"
chapter: 6
key: "semester_5/water_supply_engineering:super-vs-break-point-chlorination"
source: https://www.bctengineer.com/q/semester_5/water_supply_engineering/super-vs-break-point-chlorination
site: BCT Engineering
---

# Super vs break point chlorination; residual

Water Supply Engineering · Chapter 6: Water Treatment

- Asked in: 2070 Chaitra, 8 marks
- Video: [Breakpoint chlorination/Disinfection method in drinking water treatment](https://www.youtube.com/watch?v=LqHrxoGHbNk) — Revathi Purushothaman
- Answer checked by Claude Opus 5.5 (high effort) on 2026-10-14
- Page: https://www.bctengineer.com/q/semester_5/water_supply_engineering/super-vs-break-point-chlorination
- Whole chapter: https://www.bctengineer.com/md/semester_5/water_supply_engineering/chapter-6

## Question

Differentiate between super chlorination and break-point chlorination. Explain break-point chlorination with a neat sketch explaining the types of chlorine forms available in the various stages of the break-point curve. What is the significance of residual chlorine?

## Short answer

Super chlorination uses a very high dose (3-15 mg/L) requiring dechlorination for emergencies; break-point chlorination doses just beyond break point (1-3 mg/L) to leave free residual 0.2-0.5 mg/L. Break-point curve zones: 1 no residual, 2 chloramines, 3 destruction at break point, 4 free chlorine. Residual chlorine provides a safety margin against recontamination and indicates complete disinfection.

## Answer

#### Super-chlorination and break-point chlorination
| Point | Super-chlorination | Break-point chlorination |
|---|---|---|
| Dose | Very high (3 to 15 mg/l), much above the demand | Just enough to pass the break point (typically 1 to 3 mg/l) |
| Aim | Quick kill in an emergency or with short contact time | Destroy ammonia, organics, taste and odour, and obtain a free residual |
| Residual | Large; the excess is removed by de-chlorination | Free residual of 0.2 to 0.5 mg/l |
| De-chlorination | Always required | Not required |
| Use | Epidemics, new or repaired mains, very poor water | Routine for water with ammonia or organic load |
| Cost | Higher (extra chemicals) | Moderate |

#### Break-point chlorination with sketch
**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

**Chlorine forms at each stage**
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.

In short: in Zone 1 there is no residual; in Zone 2 the residual is mainly **combined chlorine** (mono- and dichloramines); in Zone 3 the chloramines are destroyed and the residual falls; and beyond C, the **free available chlorine** (HOCl + OCl$^-$) increases with the dose.

#### Significance of residual chlorine
**Residual chlorine** is the chlorine left in water after the demand has been satisfied and the required contact time has passed. A free residual of about 0.2 to 0.5 mg/l is usually maintained at the plant.

**Significance**
- It is a **safety margin** against re-contamination in service reservoirs and distribution pipes.
- Its presence shows that the chlorine demand has been met and that disinfection is complete.
- It is easy to measure (orthotolidine or DPD test) at any point, so it gives a quick check of plant performance.
- It continues to kill bacteria that enter through leaks or back-siphonage.
- Too high a residual gives an unpleasant taste and may produce trihalomethanes, so it is limited (WHO guideline maximum 5 mg/l; Nepal's NDWQS 2062 specifies 0.1 to 0.2 mg/l in chlorinated supplies).

## Check yourself

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

1. How do the doses of the two methods differ?
   A. Break-point uses 3 to 15 mg/l; super uses 1 to 3 mg/l
   B. Both use identical doses
   C. Super uses no chlorine
   D. Super-chlorination uses a very high dose (3 to 15 mg/l); break-point just passes the break point (1 to 3 mg/l)
   Answer: D. Super-chlorination far exceeds the demand. (Key point: Dose difference)

2. Which one always needs de-chlorination?
   A. Super-chlorination, to remove the excess chlorine
   B. Break-point chlorination
   C. Neither
   D. Both equally
   Answer: A. Super-chlorination leaves a large residual removed with SO2 or thiosulphate. (Key point: De-chlorination)

3. Break-point chlorination: which form is present beyond b?
   A. Chloramines at their peak
   B. Free available chlorine (HOCl and OCl-), rising with dose
   C. No residual at all
   D. Nitrogen gas as residual
   Answer: B. After the break point all demand is met and added chlorine stays free. (Key point: Forms in zones)

4. What is a key significance of residual chlorine?
   A. It softens water
   B. It removes taste
   C. It acts as a safety margin against re-contamination and shows disinfection is complete
   D. It replaces the need for filtration
   Answer: C. A measurable residual proves demand was met and continues protecting the network. (Key point: Significance of residual)

## Related in Water Supply Engineering

- [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
- [Break point chlorination; residual disinfectant](https://www.bctengineer.com/question.md?key=semester_5%2Fwater_supply_engineering%3Abpc-residual-disinfectant) — 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
- [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
- [Break point chlorination; pH and temperature effects](https://www.bctengineer.com/question.md?key=semester_5%2Fwater_supply_engineering%3Abpc-ph-temperature-hocl) — Water Supply Engineering, chapter 6, asked 2×
- [Break point chlorination with sketch; factors](https://www.bctengineer.com/question.md?key=semester_5%2Fwater_supply_engineering%3Abpc-sketch-factors) — Water Supply Engineering, chapter 6
