1. Sedimentation

2. Sedimentation

4. Principle of Settling
Suspended solids present in water having specific gravity greater than that of water tend to settle down by gravity as soon as the turbulence is retarded by offering storage.
Basin in which the flow is retarded is called settling tank.
Theoretical average time for which the water is detained in the settling tank is called the detention period.

5. Types of Settling

6. Types of Settling
Type I: Discrete particle settling - Particles settle individually without interaction with neighboring particles. Type II: Flocculent Particles – Flocculation causes the particles to increase in mass and settle at a faster rate. Type III: Hindered or Zone settling –The mass of particles tends to settle as a unit with individual particles remaining in fixed positions with respect to each other. Type IV: Compression – The concentration of particles is so high that sedimentation can only occur through compaction of the structure.

10. Coagulation & Flocculation

11. About Coagulation & Flocculation
In wastewater treatment operations, the processes of coagulation and flocculation are employed to separate suspended solids from water. 
Although the terms coagulation and flocculation are often used interchangeably, or the single term "flocculation" is used to describe both; they are, in fact, two distinct processes. 

12. Purpose of Coagulation & Flocculation in Wastewater treatment
Finely dispersed solids (colloids) suspended in wastewaters are stabilized by negative electric charges on their surfaces, causing them to repel each other.  Since this prevents these charged particles from colliding to form larger masses, called flocs, they do not settle. 
To assist in the removal of colloidal particles from suspension, chemical coagulation and flocculation are required. 

13. Coagulation is the destabilization of colloids by neutralizing the forces that keep them apart.  Cationic coagulants provide positive electric charges to reduce the negative charge of the colloids.  As a result, the particles collide to form larger particles (flocs). 
Positively charged coagulants attract to negatively charged particles due to electricity
Negatively charged particles repel each other due to electricity

14. Neutrally charged particles attract due to van der Waal's forces

15. Particles and coagulants join together into floc ►
Flocculation
 During flocculation, a process of gentle mixing brings the fine particles formed by coagulation into contact with each other.  
Particles and coagulants join together into floc ►  

16. Perikinetic and Orthokinetic Flocculation
The flocculation process can be broadly classified into two types, perikinetic and orthokinetic .
Perikinetic flocculation refers to flocculation (contact or collisions of colloidal particles) due to Brownian motion of colloidal particles. The random motion of colloidal particles results from their rapid and random bombardment by the molecules of the fluid.
Note:
Brownian Motion
Any minute particle suspended in a liquid (or gas) moves chaotically under the action of collisions with surrounding molecules

17. Orthokinetic flocculation
Orthokinetic flocculation refers to contacts or collisions of colloidal particles resulting from bulk fluid motion, such as stirring.
Flocculator

18. Coagulant Chemicals Types of Coagulants
Coagulant chemicals come in two main types - primary coagulants and coagulant aids. 
Primary coagulants neutralize the electrical charges of particles in the water which causes the particles to clump together. 
Coagulant aids add density to slow-settling flocs and add toughness to the flocs so that they will not break up during the mixing and settling processes. 
Primary coagulants are always used in the coagulation/flocculation process. 
Coagulant aids, in contrast, are not always required and are generally used to reduce flocculation time. 

19. Commonly Used Coagulants and Coagulant aids
Chemical Name
Chemical Formula
Primary Coagulant
Coagulant Aid
Aluminum sulfate (Alum)
Al2(SO4)3 · 14 H2O X
Ferrous sulfate
FeSO4 · 7 H2O
Ferric sulfate
Fe2(SO4)3 · 9 H2O
Ferric chloride
FeCl3 · 6 H2O
Cationic polymer
Various
Calcium hydroxide (Lime)
Ca(OH)2 X*
Calcium oxide (Quicklime)
CaO
Sodium aluminate
Na2Al2O4
Bentonite
Clay
Calcium carbonate
CaCO3
Sodium silicate
Na2SiO3
Anionic polymer
Nonionic polymer

22. Hindered or Zone Settling

24. Types of Settling Tanks
Sedimentation  tanks  may  function  either  intermittently  or continuously.
The intermittent tanks also called quiescent type tanks are those which store water for a certain period and keep it in complete rest.
In a continuous flow type tank, the flow velocity is only reduced and the water is not brought to complete rest as is done in an intermittent type.
Settling basins may be either long rectangular or circular in plan.
Long narrow rectangular tanks with horizontal flow are generally preferred to the circular tanks with radial or spiral flow.

25. Rectangular sedimentation Tank

27. Circular Sedimentation Tank

29. Design Details
Detention period: for plain sedimentation: 2 to 4 h, and for coagulated sedimentation: 4 to 6 h.
Velocity of flow: Not greater than 30 cm/min (horizontal flow).
Tank dimensions: L:B = 3 to 5:1. Generally L= 30 m (common) maximum 100 m. Breadth= 6 m to 10 m. Circular: Diameter not greater than 60 m. generally 20 to 40 m.
Depth: 2.5 to 5.0 m (3 m).
Surface Overflow Rate: For plain sedimentation to L/d/m2 tank area; for thoroughly flocculated water to L/d/m2 tank area.
Slopes: Rectangular 1% towards inlet and circular 8%.

30. Sedimentation Tank Design
Problem: Design a rectangular sedimentation tank to treat 2.4 million liters of raw water per day. The detention period may be assumed to be 3 hours.
Solution: Raw water flow per day is 2.4 x 106 l. Detention period is 3h.
Volume of tank = Flow x Detention period = 2.4 x 103 x 3/24 = 300 m3
Assume depth of tank = 3.0 m.
Surface area = 300/3 = 100 m2
L/B = 3 (assumed). L = 3B.
      3B2 = 100 m2 i.e. B = 5.8 m
       L = 3B = 5.8 X 3 = 17.4 m
Hence surface loading (Overflow rate) = 2.4 x 106 = 24,000 l/d/m2 < 40,000 l/d/m2 (OK)                                                                  100

33. Plate or Tube settlers
The principal problem with horizontal clarifiers is the space they take up in generating the required area. One method of improving this is to insert a series of plates or tubes at an inclined angle to effectively increase the area for settlement, known as lamella plates.

34. Flotation
Flotation process (sometimes called flotation separation) is a method of separation widely used in the wastewater treatment and mineral processing industries.
Various flotation processes include the following:
1. Dissolved air floatation- Used in wastewater treatment
2. Induced gas floatation- Used in wastewater treatment
3. Froth Floatation- Used in mineral processing

35. Dissolved air flotation
Dissolved air flotation (DAF) is a water treatment process that clarifies wastewaters (or other waters) by the removal of suspended matter such as oil or solids. The removal is achieved by dissolving air in the water or wastewater under pressure and then releasing the air at atmospheric pressure in a flotation tank or basin. The released air forms tiny bubbles which adhere to the suspended matter causing the suspended matter to float to the surface of the water where it may then be removed by a skimming device.