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Question

Nalgonda technique is a new technique that is used for removal of:

The correct answer is

Fluorides

The question asks about the primary application of the Nalgonda technique in water treatment.

The Nalgonda technique is a well-known method developed in India for treating water contaminated with excess fluorides. High concentrations of fluoride in drinking water can cause dental and skeletal fluorosis, a significant public health problem in many areas.

The technique involves the addition of certain chemicals to the water to precipitate the fluoride ions. The main chemicals used in the Nalgonda technique are:

  • Aluminum salts (like Aluminum Sulphate or alum)
  • Lime ($\text{Ca(OH)}_2$)
  • Bleaching powder (Chlorinated lime or Calcium hypochlorite)

Here is a simplified breakdown of the process:

  1. Calculated amounts of aluminum salt and lime are added to the raw water containing excess fluorides.
  2. The mixture is rapidly mixed to ensure the chemicals are evenly distributed.
  3. Slow mixing (flocculation) is then carried out, which allows the aluminum hydroxide flocs to form. These flocs adsorb and chemically combine with the fluoride ions, effectively removing them from the solution. Lime helps in the formation of dense flocs and maintains the required pH.
  4. The water is then allowed to settle (sedimentation), allowing the heavy flocs containing the precipitated fluoride to settle down.
  5. The clear water is then decanted. Bleaching powder can be added for disinfection if required, but its primary role in the core Nalgonda technique is not for fluoride removal itself, but sometimes included for overall water quality improvement.

This technique is effective and relatively low-cost, making it suitable for community-level or household-level defluoridation, particularly in rural areas.

Understanding Nalgonda Technique and Fluoride Removal

The core principle behind the Nalgonda technique is the use of aluminum salts to form insoluble compounds with fluoride. Aluminum hydroxide acts as an adsorbent and coagulant, effectively sweeping out the precipitated fluoride from the water. Lime helps optimize the pH for this reaction and aids in floc formation and settling.

Let's look at how the Nalgonda technique addresses the specific problem of fluoride compared to other substances mentioned in the options:

  • Taste, odour and colour: While some water treatment processes like activated carbon adsorption or aeration are used for taste and odour removal, and coagulation-flocculation-sedimentation (similar steps to Nalgonda) can remove colour and turbidity, the Nalgonda technique is specifically designed and optimized for targeting fluoride.
  • Fluorides: This is the substance the Nalgonda technique is explicitly developed to remove. The chemical process is tailored for defluoridation.
  • Iron: Iron can be removed from water using aeration followed by sedimentation and filtration, or by using methods like ion exchange. The Nalgonda technique's primary mechanism is not optimized for iron removal, although some incidental removal might occur as iron precipitates or is adsorbed onto flocs.
  • Manganese: Similar to iron, manganese removal often involves oxidation followed by sedimentation and filtration. The Nalgonda technique is not the standard method for manganese removal.

Therefore, the Nalgonda technique is specifically recognized and implemented for the removal of fluorides from water.

Substance Removed Specific Technique(s) Nalgonda Technique's Primary Target
Taste, Odour, Colour Activated Carbon, Aeration, Coagulation/Flocculation No
Fluorides Nalgonda Technique, Activated Alumina, Reverse Osmosis Yes
Iron Aeration, Oxidation, Filtration, Ion Exchange No
Manganese Oxidation, Filtration, Ion Exchange No
Table: Water Treatment Techniques vs. Substances Removed

Revision Table: Key Aspects of Nalgonda Technique

Aspect Description
Purpose Removal of excess fluoride from drinking water (Defluoridation).
Main Chemicals Used Aluminum salts (like Alum), Lime ($\text{Ca(OH)}_2$), (sometimes Bleaching Powder).
Mechanism Precipitation and adsorption of fluoride onto aluminum hydroxide flocs.
Process Steps Chemical addition, rapid mixing, slow mixing (flocculation), sedimentation.
Advantages Relatively low cost, simple technology, suitable for community/household use.
Disadvantages sludge generation, requires careful control of chemical doses and pH.
Table: Summary of Nalgonda Technique

Additional Information on Fluoride Contamination and Defluoridation

Fluoride is a naturally occurring element found in rocks and soils. It can dissolve into groundwater, leading to elevated concentrations in drinking water sources. While optimal levels of fluoride can help prevent dental caries, excess intake can lead to adverse health effects, primarily affecting bones and teeth.

Fluorosis is the condition caused by excessive fluoride intake. It manifests as dental fluorosis (mottling or staining of tooth enamel) and skeletal fluorosis (pain and stiffness in joints, and in severe cases, crippling deformities).

Because of these health risks, various methods for defluoridation have been developed. The Nalgonda technique is one of the widely adopted chemical precipitation methods, particularly in regions where high fluoride levels are prevalent and resources might be limited. Other methods include adsorption using activated alumina, bone charcoal, or other media, and membrane processes like reverse osmosis, although these can be more expensive or require more complex operation.

In conclusion, the Nalgonda technique is specifically designed for the removal of fluorides from water through a chemical precipitation process involving aluminum salts and lime.

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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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