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Question

In the purification of drinking water, the purpose of aeration is not to :

The correct answer is
Precipitate colloidal particles

Aeration Purpose in Water Treatment

Aeration is a process used in drinking water purification that involves bringing water into close contact with air. Its primary goals are to improve water quality by removing undesirable substances.

Key Functions of Aeration

  • Removing Dissolved Gases: Aeration effectively removes dissolved gases that impart unpleasant tastes or odors, such as hydrogen sulfide ($H_{2}S$). This is achieved by reducing the partial pressure of the gas in the water, allowing it to escape into the atmosphere.
  • Oxidation of Soluble Metals: Aeration oxidizes dissolved ferrous iron ($Fe^{2+}$) into insoluble ferric iron ($Fe^{3+}$). The resulting ferric hydroxide precipitate can then be easily removed through subsequent sedimentation and filtration processes. Similarly, dissolved manganese ($Mn^{2+}$) can also be oxidized and removed.
  • Removing Volatile Organic Compounds (VOCs): Aeration can help strip volatile organic compounds (VOCs) from the water into the air, reducing their concentration and potential health risks.

Purpose Not Achieved by Aeration

Aeration does not directly cause the precipitation of colloidal particles.

  • Colloidal particles are extremely small, stable suspensions.
  • Their removal typically requires processes like coagulation, flocculation, and sedimentation, which involve adding chemicals to destabilize and aggregate these particles before removal. Aeration alone does not induce this aggregation or settling.

Therefore, precipitating colloidal particles is not a direct purpose of aeration in water purification.

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Important Questions from Water Treatment - Teaching

  1. Which out of the following does NOT help in disinfecting water?

  2. The best method for controlling taste and odor problems in water is through ______ process.

  3. The coagulant ‘alum’ used for treatment of water is also known as:

  4. ________ is the most recent innovation in desalting processes.

  5. A town has an existing horizontal flow sedimentation tank with an overflow rate of 17 m 3/day/m 2, and it is desirable to remove particles that have settling velocity of 0.1 mm/second. Assuming the tank is an ideal sedimentation tank, the percentage of particle’s removal would be approximately equal to:

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