Water Treatment


Water from any source may contain various suspended, colloidal and dissolved impurities which may be harmful or useful for drinking purpose. The removal of undesirable matters and pathogens from water is called water treatment. The degree of treatment depends upon the quality of water desired or required.

Various components are established in treatment plant with well-equipped lab for the test as per treatment required.

These are  various impurities having sizes as :

  1. Suspended Impurities      –   size larger than 10⁻³ mm
  2. Colloidal Impurities           –    size between 10⁻³ mm to 10⁻⁶ mm
  3. Dissolved Impurities         –    size smaller than 10⁻⁶ mm

Objectives of the water treatment process

  • To reduce the impurities to a certain level that does not touch harm to human health.
  • To reduce the objectionable colour, odour, turbidity and hardness.
  • To make water safe for drinking.
  • To eliminate the corrosive nature of water affecting the pipe.
  • To make it suitable for a wide variety of industrial purpose such as steam generation, drying, etc.

Methods of the water treatment process

The water treatment process includes many operations like screening, aeration and sedimentation, sedimentation with coagulation, softening, filtration, disinfection, etc. The water treatment process generally adopted depends upon the quality of raw water and quality of water derived.

1. Screening

When water derived from the surface contain large suspended as well as floating matters which may be sticks, branches, leaves, etc; the screens are fixed in the intake works or at the entrance of the treatment plant to remove the suspended as well as floating matters like branches, leaves and sticks.

water treatment

1.1 Purpose of screening

  • To remove large suspended as well as floating matter such as leaves, branches, dead animals, etc.
  • To work as a protective device for a successive treatment.
  • To increase the efficiency of the successive.

1.2 Types of Screen

a. Bar Screen

Bar screen is also called coarse screen. They have wider opening and are placed in front of the fine screen to remove large, floating and suspended materials.

b. Fine Screen

Fine screen is used to remove smaller, floating and suspending matter of size smaller than removed by the coarse screen.

2. Sedimentation

The process of the removal of suspended particles by gravitational settling is called sedimentation. The water after screening may contain various suspended impurities like silt and clay particles.

The particles whose specific gravity is greater than that of water gets settles down under the action of gravity.

Sedimentation tanks are designed to reduce the velocity of flow of water so that the suspended particles get settled under the action of gravity. Sedimentation can be achieved in two ways.

water treatment

1. Plain Sedimentation 

When the suspended particles are separated under the action of gravity only, it is called plain sedimentation.

2. Sedimentation with coagalities

Fine suspended particles and colloidal impurities are not removed by plain sedimentation. Particles of sizes 0.006 mm required 10 hours to settled in plain sedimentation.

Therefore we need certain chemicals to add in the water to remove such impurities which are not removed by plain sedimentation. These chemical are known as coagulants and the process is called sedimentation with coagulation.

Examples of coagulants are (Al₂SO₄) ₃, AlSO₄, odium aluminate, etc.

3. Aeration

It is the process of bringing water to contact to atmospheric air that contains oxygen. Aeration is one of the important operations for gas transfer in water.

water treatment

3.1 Purpose of Aeration

  • To remove taste and odour by gases due to organic decomposition.
  • To increase the dissolved oxygen.
  • To remove hydrogen sulphide that causes odour.
  • To decrease carbon dioxide in water.
  • To kill the bacteria to some extent.

3.2 Methods of Aeration

Aeration is done by following the main types of Aerators:

  1. Freefall aerators
    i. Cascade aerators
    ii. Inclined aerators
    iii. Flat tray aerators
    iv. Gravel bed aerators
  2. Spray aerators
  3. Air diffuser aerators


Sedimentation and sedimentation with coagulation removes a large portion of suspended as well as colloidal particles those have specific gravity more than water. There are some particles that have a specific gravity less than or eq1ual to water which cannot be settled by the process of sedimentation.

For removing such particles and bacterias, odour and taste; another operation is needed. The process of passing water through beds of sands or gravels is known as filtration. It consists of a bed of sand supported on gravel.


4.1 Types of Filter


  1. Slow Sand Filter
    These are the initial type of filter introduced in 1829 in England. The rate of filtration through a slow sand filter is very slow. The rate of filtration is 100 to 200 litre per sq. m per hour.
  2. Rapid Sand Filter
    The rapid sand filter is mostly used for treatment works in municipalities. The rate of filtration work is 3000 to 6000-litre per square meter per hour.
  3. Pressure Filter
    In this filter, water passes through the sand bed under pressure. This filter is used for industrial plants.

5. Disinfection

A slow sand filter can remove up to 99% pathogens. However, this percentage is less in the rapid sand filter. So in order to neutralize the effects of remaining organisms; the water is passed through the disinfection process.

The killing of harmful bacteria with the help of chemicals or substances is called disinfection and chemical used are called disinfectant. Examples of disinfectant are hydrogen peroxide, formaldehyde, sodium hypochlorite phenol, etc.

(Note: Sterilization is the process of elimination of organisms either they are useful or harmful.)

water treatment

5.1 Purpose of disinfection

  • To kill pathogenic bacteria and organisms present in water.
  • To make people safe from water-borne diseases.
  • To reduce the chance of epidemics.

5.2 Requirement of a good disinfectant

  • The disinfection should be able to remove all pathogenic in a short time.
  • It should be cheap and easily available.
  • The water should not be toxic and objectionable after addition of disinfectant.

5.3 Methods of disinfection

5.3.1. Physical Method

  1. Boiling
    Boiling of water is an effective and safe practice for disinfection of pathogenic micro-organisms. It is not feasible for community water supply due to the high energy requirement for boiling water.
  2. Sun Light
    Pathogenic organisms can be destroyed by solar radiation. It has been found that if the water in a transparent bottle is exposed to full sunlight for about 7 hours, the water is completely disinfected.

5.3.2. Chemical Methods

Some of the chemical tests in the process of disinfection are:

  1. Chlorination
  2. Bromine treatment
  3. Iodine treatment
  4. Ozone treatment
  5. Silver treatment
  6. Potassium permanganate treatment

Among them all; chlorination is the most widely used method. SO, we are explaining only chlorination.

Chlorination is the process of addition of chlorine to kill the bacteria. Chlorination is widely adopted in all developing countries for the treatment of water in the public water supply system.

# Layout of the water treatment plant

Following are the major consideration for the layout of a treatment plant:

  • The water treatment plant should be located near the distribution area to reduce the contamination in distribution.
  • All the units are arranged in a way that minimum area is required to reduce the cost of construction.
  • All the units of plants should be located in an order of sequence flow from one unit to another by gravity.
  • There should be the availability of sufficient area for future expansion.
  • For operation and maintenance, staff should be provided with staff quarters near to the treatment plant. So that the operator can watch plants easily.



Please follow and like us:

One Reply to “Water Treatment”

Leave a Reply

Your email address will not be published. Required fields are marked *