Water purification - Drinking water chlorination.pdf

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Some water sources contain disease-causing organisms which need to be removed or killed before
the water is safe to drink. If carefully undertaken and monitored, disinfection is an effective means
of removing such organisms. Chlorine is the most widely used disinfectant, and one which is often
the most readily available. This technical brief describes a method of calculating the dose of chlorine
required to disinfect small community water supplies.
Why disinfect?
Water treatment processes such as storage, sedimenta-
tion, and sand filtration will reduce the content of disease-
causing organisms in water, but will not leave it com-
pletely free of such organisms. Disinfection, when ap-
plied and controlled properly, is the most practical and
effective means of removing such organisms.
Chlorine demand and residual
When chlorine is added to a water source, it purifies the
water by damaging the cell structure of bacterial pollut-
ants, thereby destroying them. The amount of chlorine
needed to do this is called the chlorine demand of the
water. The chlorine demand varies with the amount of
impurities in the water. It is important to realise that the
chlorine demand of a water source will vary as the quality
of the water varies.
Methods of disinfection
Boiling water may be effective as a method of disinfection,
but it is not practicable for large quantities. Sunlight can also
act as a natural method of disinfection, but it is difficult to
control and manage. For these reasons, chemical disinfect-
ants (especially chlorine and chlorine compounds) are
used. Iodine may also be used as a disinfectant, but it is
usually more expensive than chlorine compounds.
The aim of chlorination is to satisfy the chlorine demand
of the water source. Once the demand has been satisfied,
any excess chlorine above the level needed to satisfy the
demand remains as a residual of chlorine (chlorine
residual) in the supply.
If a supply is to be adequately disinfected, therefore,
there should be a chlorine residual in the supply, so that
there is the capacity to cope with any subsequent bacte-
rial contamination. The chlorine residual should generally
be in the range 0.3 to 0.5mg of chlorine per litre of treated
water. Any more than this and the supply may taste bad
and be harmful, and people may refuse to use it. Any less,
and there is no guarantee that the supply is adequately
protected. An example is given in Figure 1 below.
Chlorine compounds will destroy disease-causing organ-
isms quickly — usually after 30 minutes. They are widely
used and are relatively inexpensive. If carefully applied,
chlorine has the advantage that a measurable residual of
chlorine in solution can be maintained in the water supply.
This residual provides further potential for disinfection and
is also an important indicator of successful application.
When to use chlorine
Chlorine may be used:
A water supply (from a spring, for example) has a chlorine
demand of 2.0 mg/l.
If exactly 2.0 mg of chlorine is added per litre of water, then the
chlorine demand will just be met and there will be no chlorine
residual.
If 2.5 mg/l of chlorine is added, then the chlorine demand will
be met and exceeded, so that a residual of 0.5 mg/l will be left
in the water when it goes into supply.
when suitable compounds are available and their
application can be strictly controlled;
when there is enough time between the addition of
chlorine to water and the consumption of the water;
where a community has a continuous supply of water,
with storage capacity; and
by individuals to provide additional protection.
When not to use chlorine
Chlorine should not be used:
when a regular supply of chlorine compunds cannot be
guaranteed;
where chlorine may react with other chemicals in the
water creating undesirable or dangerous by-products;
to attempt to kill cysts or viruses; or
Figure 1. An example of chlorine residual
when careful monitoring cannot be provided.
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Testing for chlorine residual
The most common test is the dpd (diethyl paraphenylene
diamine) indicator test, using a comparator. This test is
the quickest and simplest method for testing chlorine
residual.
against standard colours on a chart to determine the
chlorine concentration. The stronger the colour, the higher
the concentration of chlorine in the water
Several kits for analysing the chlorine residual in water,
such as the one illustrated in Figure 2, are available
commercially. The kits are small and portable.
With this test, a tablet reagent is added to a sample of
water, colouring it red. The strength of colour is measured
Step 1. Place one tablet in the test chamber (a) and add a few
drops of the chlorinated water supply under test.
Step 2. Crush the tablet, then fill the chamber (a) with the
chlorinated water supply under test.
Step 3. Place more of the same water supply under test
(without a tablet) in the second chamber (b). This is the
blank control for colour comparison.
Step 4. The level of residual chlorine (R) in mg of chlorine per
litre of water (mg/l) is determined by comparing the colour of
the water supply under test in chamber (a) with the tablet
added with the standard colours on the vessel (chamber (b)).
Note: A third chamber (c) would be used if a higher chlorine
residual is to be measured.
Figure 2. Procedure for testing for chlorine residual
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Chlorinating water supplies
Chlorine is available in many forms — as chlorine gas and
in compounds such as bleaching powder, high test
hypochlorite (HTH), tablets, granules, and liquid bleach.
each product will reduce over time as the source is
exposed to the atmosphere. All products should be
carefully stored to minimize deterioration.
Each product contains a different amount of usable
chlorine, so different quantities of each will be required for
the same purpose. In addition, the chlorine content of
The best practical method of chlorinating a supply of water
is to use two storage tanks of suitable size alternately, one
filled from the source, while the other is used for supply.
Figure 3. A gravity-feed chlorinator
A chlorination checklist
Chlorine needs at least half an hour contact time with water to disinfect it. The best time to apply it is after any
other treatment process, and before storage and use.
Never apply chlorine before slow sand filtration or any other biological process, as the chlorine will kill off the
bacteria which assist treatment, making the treatment ineffective.
Never add any solid form of chlorine directly to a water supply, as it will not mix and dissolve. Always make
up as a paste first, mixing the chlorine compound with a little water.
Disinfection is only one defence against disease. Every effort should be made to protect water sources from
contamination, and to prevent subsequent contamination during collection and storage.
The correct procedure for applying a disinfectant to water should be strictly adhered to, and water supplies
should be monitored regularly to ensure that they are free from bacteria. Otherwise, people may be misled to
believe that the water is safe to drink when, in fact, it is hazardous to do so.
The optimum chlorine residual in a small, communal water supply is in the range of 0.3 to 0.5mg/l.
The chlorine dose required to disinfect a supply will increase if the water is very turbid. In such circumstances,
it is best to treat the water to reduce turbidity before chlorination.
Caution
All forms of chlorine are harmful to health — avoid skin contact and do not inhale the fumes. Chlorine
should be stored in cool, dark, dry and sealed containers, and out of reach of children.
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Modified Horrocks' method of chlorination
With most chlorination methods the operator should make up a solution of known concentration. For the reasons
outlined on page 55, however, it is not usually possible to do this accurately. The modified Horrocks' method
of chlorination can be carried out without prior knowledge of the chlorine content of the chlorine product.
Equipment
• 5 containers (any type — as long as they are all the same size.
Plastic drinks bottles may be used).
• A measuring device to measure out the solid chlorine prod-
uct. An oral rehydration therapy (ORT) spoon would be
suitable. The exact size of the spoon is not critical, but
identical amounts must be measured out each time, so use
a level spoonful, for example. Use a spoon which measures
out about 1g, as this will help in the calculations.
• A device to dispense small quantities of liquid (a small 1ml or
5ml syringe would be suitable).
• Dpd test equipment
6. Transfer 2ml of the liquid from container 1 to container 2, 4 ml
to container 3; 6ml to container 4; and 8ml to container 5.
Container 2 will then have 2mg/l; container 3, 4mg/l; container
4, 6mg/l; and container 5, 8mg/l.
7. Leave containers 2, 3, 4 and 5 to stand for at least 30 minutes
— this is the minimum contact time required for the chlorine
to disinfect the water.
8. Test the water in each container for residual chlorine content
using the Dpd test kit (see page 54).
9. The container with the lowest concentration of chlorine equal
to or more than 0.4mg/l indicates how much chlorine powder
should be added to the water being disinfected.
Method
1. Label the five containers 1 to 5.
2. Place one level spoonful of chlorine product (bleaching
powder or HTH) into the first container. If the spoon has a
capacity of 1g, there is now 1g of chlorine product in the
container.
3. Add a few drops of the water to be chlorinated, and mix to a
paste (dissolving the chlorine-product powder).
4. Dilute the paste with enough water to fill the container. If the
container holds one litre, it now contains one spoonful per
litre, or in this case, one gram per litre. If we take 1ml out of
this container, this will contain 1mg of chlorine product
(1 litre = 1000ml, and 1g = 1000mg).
5. Fill containers 2, 3, 4, and 5 to capacity (1 litre) with the water
to be chlorinated.
Example
A water supply from a spring with a daily flow of 70 m 3 /day needs
chlorinating to make it safe to drink. Tests on the water — using
the modified Horrocks’ method — indicated residual chlorine
concentrations (after 30 minutes) of 0, 0.2, 0.5 and 1.0mg/litre in
containers 2, 3, 4, and 5 respectively.
Therefore, container 4, with a residual concentration of 0.5mg/l,
had the lowest residual chlorine concentration equal to or
exceeding 0.4mg/l.
The concentration of chlorine product added to container 4 was
6mg/l. For a supply of 70m 3 /day, therefore, the amount of
chlorine product to be used is calculated as:
70 x 1000 litres x 6mg/l = 420 000mg = 420g = 0.42kg.
(1m 3 = 1000 litres)
Further reading
Cairncross, S. and Feachem, R.G., (1993). Environmental Health Engineering in the Tropics: An introductory text,
John Wiley, Chichester.
IRC (1986). Small Community Water Supplies: Technology of small water supply systems in developing countries. Technical Paper
No. 18, IRC, The Hague.
IRC (1982). Practical Solutions in Drinking-Water Supply and Waste Disposal for Developing Countries. Technical Paper No. 20,
IRC, The Hague.
Mann, H.T. and Williamson, D., (1993). Water Treatment and Sanitation, IT Publications, London.
Twort, A.C., Law, F.M., Crowley, F.W. and Ratnayaka, D.D., (1994). Water Supply, Edward Arnold, London.
White, G.C. (1972). Handbook of Chlorination, Van Nostran Reinhold, New York.
Prepared by Jeremy Parr, Michael Smith and Rod Shaw
WEDC Loughborough University Leicestershire LE11 3TU UK
www.lboro.ac.uk/departments/cv/wedc/ wedc@lboro.ac.uk
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