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Pre Treatment & Physical Treatment: Coagulation & Flocculation - 2 | Environmental Engineering - Civil Engineering (CE) PDF Download

COAGULATION REAGENTS 

Numerous chemicals are used in coagulation and flocculation processes. There are advantages and disadvantages associated with each chemical. Following factors should be considered in selecting these chemicals: 

  • Effectiveness. 
  • Cost. 
  • Reliability of supply. 
  • Sludge considerations. 
  • Compatibility with other treatment processes. 
  • Secondary pollution. 
  • Capital and operational costs for storage, feeding, and handling.

Coagulants and coagulant aids commonly used are generally classified as inorganic coagulants and polyelectrolytes. Polyelectrolytes are further classified as either synthetic-organic polymers or natural-organic polymers. The best choice is usually determined only after jar test is done in the laboratory. 

Following table lists several common inorganic coagulants along with associated advantages and disadvantages.

Table 3.6.1: Advantages and disadvantages of alternative inorganic coagulants 

Pre Treatment & Physical Treatment: Coagulation & Flocculation - 2 | Environmental Engineering - Civil Engineering (CE)
Pre Treatment & Physical Treatment: Coagulation & Flocculation - 2 | Environmental Engineering - Civil Engineering (CE)
Pre Treatment & Physical Treatment: Coagulation & Flocculation - 2 | Environmental Engineering - Civil Engineering (CE)
Pre Treatment & Physical Treatment: Coagulation & Flocculation - 2 | Environmental Engineering - Civil Engineering (CE)

Polyelectrolytes 

 Polyelectrolytes are water-soluble polymers carrying ionic charge along the polymer chain and may be divided into natural and synthetic polyelectrolytes. Important natural polyelectrolytes include polymers of biological origin and those derived from starch products, cellulose derivatives and alginates. Depending on the type of charge, when placed in water, the polyelectrolytes are classified as anionic, cationic or nonionic.  

  •  Anionic—ionize in solution to form negative sites along the polymer molecule. 
  • Cationic—ionize to form positive sites. 
  • Non-ionic—very slight ionization. 

Common organic polyelectrolytes are shown in following table. 

Table 3.6.2 : Common organic polyelectrolytes [1]

Pre Treatment & Physical Treatment: Coagulation & Flocculation - 2 | Environmental Engineering - Civil Engineering (CE)
Pre Treatment & Physical Treatment: Coagulation & Flocculation - 2 | Environmental Engineering - Civil Engineering (CE)
Pre Treatment & Physical Treatment: Coagulation & Flocculation - 2 | Environmental Engineering - Civil Engineering (CE)

Polyelectrolytes versus Inorganic Coagulants  

Although they cannot be used exclusively, polyelectrolytes do possess several advantages over inorganic coagulants. These are as follows.

  • During clarification, the volume of sludge produced can be reduced by 50 to 90%. 
  • The resulting sludge is more easily dewatered and contains less water. 
  • Polymeric coagulants do not affect pH. Therefore, the need for an alkaline chemical such as lime, caustic, or soda ash is reduced or eliminated. · Polymeric coagulants do not add to the total dissolved solids concentration.
  • Soluble iron or aluminum carryover in the clarifier effluent can result from inorganic coagulant use. By using polymeric coagulants, this problem can be reduced or eliminated .

Coagulant Aids

  •  In some waters, an even large dose of primary coagulant does not produce a satisfactory floc size and hence good settling rate. In these cases, a polymeric coagulant aid is added after the coagulant, to hasten reactions, to produce a denser floc, and thereby reducing the amount of primary coagulant required.  
  • Because of polymer bridging, small floc particles agglomerate rapidly into larger more cohesive floc, which settles rapidly.  
  • Coagulant aids also help to create satisfactory coagulation over a broader pH range. 
  • Generally, the most effective types of coagulant aids are slightly anionic polyacrylamides with very high-molecular weights. 
  • In some clarification systems, non-ionic or cationic types have proven effective.  
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FAQs on Pre Treatment & Physical Treatment: Coagulation & Flocculation - 2 - Environmental Engineering - Civil Engineering (CE)

1. What is the purpose of pre-treatment in the coagulation and flocculation process?
Ans. Pre-treatment is carried out before coagulation and flocculation to remove larger suspended particles, organic matter, and other impurities that could interfere with the treatment process. It helps in improving the efficiency of coagulation and flocculation by reducing the load of contaminants in the water.
2. How does coagulation work in water treatment?
Ans. Coagulation is the process of destabilizing and aggregating small particles in water to form larger flocs. It involves adding a coagulant chemical, such as aluminum sulfate or ferric chloride, which neutralizes the negative charge on the particles. This neutralization allows the particles to come closer together and form flocs that can be easily removed during sedimentation or filtration.
3. What is the role of flocculation in water treatment?
Ans. Flocculation follows coagulation and involves gentle stirring or mixing of the water to promote the collision and adhesion of coagulated particles. This process helps in the formation of larger and denser flocs, which settle more rapidly during sedimentation or can be effectively removed during filtration. Flocculation improves the efficiency of particle removal in water treatment.
4. What are the common coagulants used in water treatment?
Ans. The most commonly used coagulants in water treatment are aluminum sulfate (alum) and ferric chloride. Alum is widely used due to its cost-effectiveness and ability to remove turbidity, suspended solids, and dissolved organic matter. Ferric chloride is often used when higher coagulant dosages or better phosphorus removal is required.
5. Can coagulation and flocculation remove all contaminants from water?
Ans. Coagulation and flocculation are effective in removing many suspended solids, turbidity, organic matter, and some dissolved contaminants from water. However, they may not be sufficient to remove certain contaminants like dissolved metals, pathogens, and dissolved organic compounds. Additional treatment processes, such as sedimentation, filtration, disinfection, or advanced oxidation, may be required to achieve the desired water quality standards.
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