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PRESENTED BY :
KESHAV KUMAR SINGH
Reg. No.:- Y19266023
Deptt. of Chemistry
DHSGU Sagar (M.P.)
Water purification is the removal of
contaminants from raw water to produce
drinking water that is pure enough for human
consumption or for industrial use.
– Many contaminants are removed to improve water’s
taste, smell & appearance.
– Small amounts of disinfectant is left intentionally at
the end of a treatment process to reduce risk of re-
contamination in the distribution.
– It is not possible to tell purity of water by visual
appearance.
Purification of is done by TWO ways:
1. Natural Methods
2. Artificial Methods
• Natural Method includes:-
 Aeration
 Sedimentation
 Sunlight
 Dilution
 Oxidation
 Plants & Animals (Aquatic)
• They may be carried out at:
A. Purification of Water on Large Scale
B. Purification of Water on Small Scale
 BOILING: for 5-10 minutes kills almost all organisms &
removes temporary Hardness.
 DISTILLATION: not commonly used due to higher cost,
used in Labs. Etc.
 ADDITION OF CHEMICALS
 Bleaching Powder: 5% solution is used Dose: 3-6 drops/L
contact time of ½ hour. Chlorine Tablets/Halazone Tablets.
One tablet/litre.
 Iodine Solution: 02 drops of 2% Soln./litre
 KMnO4: an amount that gives just pink coloration to the
Water.
 Alum: used for turbid water in a dose of 0.1-0.4 grains/5
litres of Water.
 Coagulation
 Sedimentation
 Filtration
 Disinfection
 Storage
Depending on the type of treatment plant and the
quality of raw water, treatment generally proceeds in
the following sequence of stages:
1. SCREENING
2. AERATION
3. PH CORRECTION
4. COAGULATION AND FLOCCULATION
5. SEDIMENTATION
6. PRE-CHLORINATION AND DECHLORINATION
7. FILTRATION
8. DISINFECTION
9. PH ADJUSTMENT
1. SCREENING - REMOVAL OF ANY COARSE
FLOATING OBJECTS, WEEDS, ETC.
2. AERATION - DISSOLVING OXYGEN INTO THE
WATER
• REMOVES SMELL AND TASTE
• PROMOTES HELPFUL BACTERIA GROWTH
• PRECIPITATES NUISANCE METALS LIKE IRON AND
MANGANESE.
3. PH CORRECTION - PREPARING FOR
COAGULATION AND TO HELP PRECIPITATE
METALS. (MAKE WATER ACIDIC TO LEACH OUT
METALS)
4. COAGULATION AND
FLOCCULATION –
- ADD COAGULATING AGENT (ALUMINUM
SULFATE OR IRON SULFATE)
- CAUSES AGGLOMERATION (CLUMPING) AND
SEDIMENTATION OF SOLID PARTICLES
-THESE SOLID PARTICLES ARE CALLED FLOC
OR SLUDGE
5. SEDIMENTATION –
-FLOC SETTLES OUT AND IS SCRAPED AND
VACUUMED OFF THE BOTTOM OF LARGE
SEDIMENTATION TANKS.
-CLARIFIED WATER DRAINS OUT OF THE TOP OF
THESE TANKS IN A GIANT DECANTING PROCESS.
6. PRE-CHLORINATION AND DECHLORINATION -
MOSTLY TO KILL ALGAE THAT WOULD OTHERWISE
GROW AND CLOG THE WATER FILTERS.
7. FILTRATION (DEPENDS ON SIZE OF . PLANT/VOLUME OF
WATER CONSIDERATIONS)
• RAPID-SAND FILTERS FORCE WATER THROUGH
A 0.45-1M LAYER OF SAND AND WORK FASTER, NEEDING
A SMALLER AREA. BUT THEY NEED FREQUENT BACK-
WASHING
• SLOW-SAND FILTERS REQUIRE A MUCH LARGER
AREA BUT REDUCE BACTERIOLOGICAL AND VIRAL
LEVELS TO BETTER DUE TO THE SCHMUTZDECKE
(BIOFILM) LAYER. THE TOP 1 INCH OF BIOFILM MUST BE
PERIODICALLY SCRAPED OFF AND THE FILTER
OCCASIONALLY BACK-WASHED
8. DISINFECTION - WATER COMPLETELY FREE OF
SUSPENDED SEDIMENT IS TREATED WITH A POWERFUL
OXIDIZING AGENT USUALLY ONE OF THREE TYPES:
• CHLORINE : CHLORINE CAN FORM HARMFUL BYPRODUCTS
AND HAS SUSPECTED LINKS TO STOMACH CANCER AND
MISCARRIAGES.
• CHLORAMINE (CHLORINE THEN AMMONIA) : ANY AGENCIES
NOW RESIDUALLY DISINFECT WITH CHLORAMINE- DOES
NOT DISSIPATE FROM WATER BEFORE REACHING
CONSUMERS LIKE CHLORINE DOES
• OZONE- MORE EXPENSIVE
• UV-LIGHT
9. PH ADJUSTMENT - SO THAT TREATED WATER LEAVES
THE PLANT IN THE DESIRED RANGE OF 6.5 TO 8.5 PH UNITS.
PURIFICATION AND TREATMENT OF WATER

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PURIFICATION AND TREATMENT OF WATER

  • 1. PRESENTED BY : KESHAV KUMAR SINGH Reg. No.:- Y19266023 Deptt. of Chemistry DHSGU Sagar (M.P.)
  • 2. Water purification is the removal of contaminants from raw water to produce drinking water that is pure enough for human consumption or for industrial use. – Many contaminants are removed to improve water’s taste, smell & appearance. – Small amounts of disinfectant is left intentionally at the end of a treatment process to reduce risk of re- contamination in the distribution. – It is not possible to tell purity of water by visual appearance.
  • 3. Purification of is done by TWO ways: 1. Natural Methods 2. Artificial Methods
  • 4. • Natural Method includes:-  Aeration  Sedimentation  Sunlight  Dilution  Oxidation  Plants & Animals (Aquatic)
  • 5. • They may be carried out at: A. Purification of Water on Large Scale B. Purification of Water on Small Scale
  • 6.  BOILING: for 5-10 minutes kills almost all organisms & removes temporary Hardness.  DISTILLATION: not commonly used due to higher cost, used in Labs. Etc.  ADDITION OF CHEMICALS  Bleaching Powder: 5% solution is used Dose: 3-6 drops/L contact time of ½ hour. Chlorine Tablets/Halazone Tablets. One tablet/litre.  Iodine Solution: 02 drops of 2% Soln./litre  KMnO4: an amount that gives just pink coloration to the Water.  Alum: used for turbid water in a dose of 0.1-0.4 grains/5 litres of Water.
  • 7.  Coagulation  Sedimentation  Filtration  Disinfection  Storage
  • 8. Depending on the type of treatment plant and the quality of raw water, treatment generally proceeds in the following sequence of stages: 1. SCREENING 2. AERATION 3. PH CORRECTION 4. COAGULATION AND FLOCCULATION 5. SEDIMENTATION 6. PRE-CHLORINATION AND DECHLORINATION 7. FILTRATION 8. DISINFECTION 9. PH ADJUSTMENT
  • 9. 1. SCREENING - REMOVAL OF ANY COARSE FLOATING OBJECTS, WEEDS, ETC. 2. AERATION - DISSOLVING OXYGEN INTO THE WATER • REMOVES SMELL AND TASTE • PROMOTES HELPFUL BACTERIA GROWTH • PRECIPITATES NUISANCE METALS LIKE IRON AND MANGANESE. 3. PH CORRECTION - PREPARING FOR COAGULATION AND TO HELP PRECIPITATE METALS. (MAKE WATER ACIDIC TO LEACH OUT METALS)
  • 10. 4. COAGULATION AND FLOCCULATION – - ADD COAGULATING AGENT (ALUMINUM SULFATE OR IRON SULFATE) - CAUSES AGGLOMERATION (CLUMPING) AND SEDIMENTATION OF SOLID PARTICLES -THESE SOLID PARTICLES ARE CALLED FLOC OR SLUDGE
  • 11. 5. SEDIMENTATION – -FLOC SETTLES OUT AND IS SCRAPED AND VACUUMED OFF THE BOTTOM OF LARGE SEDIMENTATION TANKS. -CLARIFIED WATER DRAINS OUT OF THE TOP OF THESE TANKS IN A GIANT DECANTING PROCESS. 6. PRE-CHLORINATION AND DECHLORINATION - MOSTLY TO KILL ALGAE THAT WOULD OTHERWISE GROW AND CLOG THE WATER FILTERS.
  • 12. 7. FILTRATION (DEPENDS ON SIZE OF . PLANT/VOLUME OF WATER CONSIDERATIONS) • RAPID-SAND FILTERS FORCE WATER THROUGH A 0.45-1M LAYER OF SAND AND WORK FASTER, NEEDING A SMALLER AREA. BUT THEY NEED FREQUENT BACK- WASHING • SLOW-SAND FILTERS REQUIRE A MUCH LARGER AREA BUT REDUCE BACTERIOLOGICAL AND VIRAL LEVELS TO BETTER DUE TO THE SCHMUTZDECKE (BIOFILM) LAYER. THE TOP 1 INCH OF BIOFILM MUST BE PERIODICALLY SCRAPED OFF AND THE FILTER OCCASIONALLY BACK-WASHED
  • 13. 8. DISINFECTION - WATER COMPLETELY FREE OF SUSPENDED SEDIMENT IS TREATED WITH A POWERFUL OXIDIZING AGENT USUALLY ONE OF THREE TYPES: • CHLORINE : CHLORINE CAN FORM HARMFUL BYPRODUCTS AND HAS SUSPECTED LINKS TO STOMACH CANCER AND MISCARRIAGES. • CHLORAMINE (CHLORINE THEN AMMONIA) : ANY AGENCIES NOW RESIDUALLY DISINFECT WITH CHLORAMINE- DOES NOT DISSIPATE FROM WATER BEFORE REACHING CONSUMERS LIKE CHLORINE DOES • OZONE- MORE EXPENSIVE • UV-LIGHT 9. PH ADJUSTMENT - SO THAT TREATED WATER LEAVES THE PLANT IN THE DESIRED RANGE OF 6.5 TO 8.5 PH UNITS.