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Msc 3rd
• TOPIC WATER
TREATMENT
• PRESENTED TO MAM TEHMINA
• PRESENTED BY AROOJ ANWAAR
• CLASS MSC 3RD
• SUBJECT GREEN
CHEMSITRY
• TABLE OF CONTENT
INTRODUCTION
WASTE WATER TREATMENT
DRINKING WATER TREATMENT
DISINFECTION
SUMMERY
Water Treatment
A. Treatment of wastewater and
B. Treatment of drinking water
Goals of wastewater treatment:
Reduction of organic load of the wastewater effluent to limit
eutrophication (BOD, COD limits),
Reduction of microbiological contamination that may
transmit infectious disease.
Wastewater Treatment Scheme
Preliminary Secondary
WW
influent
WW effluent
sludge
Primary Tertiary
Disinfectant
Sludge Treatment
and Disposal
WASTEWATER TREATMENT
• Preliminary
• treatment is a physical process that removes large contaminants.
• Primary
• treatment involves physical sedimentation of particulates.
• Secondary
• treatment involves physical and biological treatment to reduce
organic load of wastewater.
• Tertiary or advanced treatments.
Tertiary or Advanced Treatment
• Nitrification-denitrification process to remove N
and P
• Filtration
• Carbon Adsorption
• Constructed (Man-made] Wetland
On-site wastewater treatment
• More than 25% of all households in the U.S.
are served by on-site treatment systems.
• About 3 billion gallons of wastewater is
discharged each day to on-site wastewater
treatment systems.
• Potential disease transmission risks through
wastewater should be limited.
Typical septic system design:
• Septic systems typically consist of:
 A septic tank (concrete, with inlet and outlet, baffles, and
removable top for cleaning), which collects and holds waste,
 A drain field or tile field (plastic or tile pipe with outlets) which
allows wastewater effluent to infiltrate slowly into soils.
 Plumbing connections.
Periodic summery
• Treatment of wastewater is necessary to
protect the environment and preserve the
quality of water for drinking.
• Treatment of municipal wastewater typically
includes preliminary, primary treatment,
secondary treatment, and tertiary treatment.
• On-site wastewater treatment is facilitated by
septic tank systems.
Drinking water treatment
• Clarification - primarily a physical process, but may be
aided by addition of chemicals.
• Filtration - also primarily physical, but chemicals may aid
the process.
• Disinfection - typically a chemical process that reduces
pathogenic microorganisms.
Clarification of drinking water:
• Clarification removes particulates that contribute to
turbidity and contamination of water.
• Clarification is aided by chemicals which cause particulates
to aggregate, precipitate, and form sediment (sludge).
FILTRATION
• Separate nonsettleable solids from water.
• Combined with coagulation/clarification, filtration can
remove 84%-96% turbidity, coliform bacteria 97-
99.95%, and >99% Giardia.
Type of Filtration
• Rapid filtration - uses gravity (faster flow).
• Slow filtration - uses gravity [slower flow].
• Pressure sand filters-use water pressure.
• Diatomaceous earth (DE) filtration
• Microstraining - uses fine steel fabric (sometimes
used prior to other filtrations).
Cleaning (backwashing) filters
• Determination of how often to back-wash can be
made on the basis of:
• Head loss (pressure loss),
• Loss of water quality (e.g., increased turbidity), or
• Time since last backwash.
Backwashing process
• Water flow is reversed through the filter bed.
• The rate of backwash is designed to partially expand
(fluidize) the filter bed.
• Suspended matter is removed by shear forces as the water
moves through the fluidized bed.
• Additional cleaning occurs when particles of the bed
abrade against each other.
Flow control through filters
• Constant-rate filtration
• Flow rate is controlled by limiting the discharge rate, limiting
the rate of inflow by a weir, or
• by pumping or use of influent flow-splitting weir.
• Declining-rate filtration
• Rate of flow declines as the rate of head loss builds
(influent- or effluent-controlled).
Periodic Summary:
• Drinking water treatment typically include clarification,
filtration and disinfection.
• Drinking water treatment should make water both potable
and palatable.
• Wastewater and drinking water treatment processes are
similar in several ways.
. DISINFECTION OF DRINKING WATER
Types of disinfection:
• Physical disinfection techniques include boiling and
irradiation with ultraviolet light.
• Chemical disinfection techniques include adding
chlorine, bromine, iodine, and ozone to water.
Physical disinfection
• Boiling kills vegetative bacterial cells, but spores, viruses,
and some protozoa may survive long periods of boiling.
• Boiling is prohibitively expensive for large quantities of
water.
Physical disinfection
(UV radiation):
• Ultraviolet radiation is an effective and relatively safe
disinfection method, but is relatively expensive and
not widely used.
• UV light disrupts DNA of microbial cells, preventing
reproduction.
• Specific wavelengths, intensities, distances, flow rates,
and retention times are required.
Chemical disinfection:
• Chemicals added to water for disinfection include chlorine,
bromine, and iodine.
• Bromine is not recommended for drinking water
disinfection, but may be used for pool water.
• Iodine is sometimes used for drinking water disinfection,
but causes a bad aftertaste.
Chlorine disinfection:
• Chlorination is a cheap, effective, relatively harmless
(and therefore most popular) disinfection method.
• Chlorine is added as a gas or hypochlorite solution.
• Hypochlorous acid and hypochlorite ions form in
solution, which are strong chemical oxidants, and kill
microbes.
Chlorine disinfection (cont.):
• Combined chlorine is the proportion that combines with
organic matter.
• Free chlorine is the amount that remains to kill microbes in
the distribution system (0.5 ppm, 10 min.)
• Total chlorine is the combined concen-tration of combined
and free chlorine.
Ozonation:
• Ozone (O3) is an effective, relatively harmless
disinfection method, but is expensive (and therefore
less popular than chlorine).
• Ozone is a strong oxidant, that produces hydroxyl
free radicals that react with organic and inorganic
molecules in water to kill microbes.
Summary:
• Disinfection is the destruction of microorganisms in
drinking water to safe levels.
• Disinfection techniques include physical (boiling,
ultraviolet light) and chemical methods (chlorine,
bromine, iodine, and ozone).

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Water treatment

  • 2. • TOPIC WATER TREATMENT • PRESENTED TO MAM TEHMINA • PRESENTED BY AROOJ ANWAAR • CLASS MSC 3RD • SUBJECT GREEN CHEMSITRY
  • 3. • TABLE OF CONTENT INTRODUCTION WASTE WATER TREATMENT DRINKING WATER TREATMENT DISINFECTION SUMMERY
  • 4. Water Treatment A. Treatment of wastewater and B. Treatment of drinking water
  • 5. Goals of wastewater treatment: Reduction of organic load of the wastewater effluent to limit eutrophication (BOD, COD limits), Reduction of microbiological contamination that may transmit infectious disease.
  • 6. Wastewater Treatment Scheme Preliminary Secondary WW influent WW effluent sludge Primary Tertiary Disinfectant Sludge Treatment and Disposal
  • 7. WASTEWATER TREATMENT • Preliminary • treatment is a physical process that removes large contaminants. • Primary • treatment involves physical sedimentation of particulates. • Secondary • treatment involves physical and biological treatment to reduce organic load of wastewater. • Tertiary or advanced treatments.
  • 8.
  • 9. Tertiary or Advanced Treatment • Nitrification-denitrification process to remove N and P • Filtration • Carbon Adsorption • Constructed (Man-made] Wetland
  • 10. On-site wastewater treatment • More than 25% of all households in the U.S. are served by on-site treatment systems. • About 3 billion gallons of wastewater is discharged each day to on-site wastewater treatment systems. • Potential disease transmission risks through wastewater should be limited.
  • 11. Typical septic system design: • Septic systems typically consist of:  A septic tank (concrete, with inlet and outlet, baffles, and removable top for cleaning), which collects and holds waste,  A drain field or tile field (plastic or tile pipe with outlets) which allows wastewater effluent to infiltrate slowly into soils.  Plumbing connections.
  • 12.
  • 13. Periodic summery • Treatment of wastewater is necessary to protect the environment and preserve the quality of water for drinking. • Treatment of municipal wastewater typically includes preliminary, primary treatment, secondary treatment, and tertiary treatment. • On-site wastewater treatment is facilitated by septic tank systems.
  • 14. Drinking water treatment • Clarification - primarily a physical process, but may be aided by addition of chemicals. • Filtration - also primarily physical, but chemicals may aid the process. • Disinfection - typically a chemical process that reduces pathogenic microorganisms.
  • 15. Clarification of drinking water: • Clarification removes particulates that contribute to turbidity and contamination of water. • Clarification is aided by chemicals which cause particulates to aggregate, precipitate, and form sediment (sludge).
  • 16. FILTRATION • Separate nonsettleable solids from water. • Combined with coagulation/clarification, filtration can remove 84%-96% turbidity, coliform bacteria 97- 99.95%, and >99% Giardia.
  • 17. Type of Filtration • Rapid filtration - uses gravity (faster flow). • Slow filtration - uses gravity [slower flow]. • Pressure sand filters-use water pressure. • Diatomaceous earth (DE) filtration • Microstraining - uses fine steel fabric (sometimes used prior to other filtrations).
  • 18. Cleaning (backwashing) filters • Determination of how often to back-wash can be made on the basis of: • Head loss (pressure loss), • Loss of water quality (e.g., increased turbidity), or • Time since last backwash.
  • 19. Backwashing process • Water flow is reversed through the filter bed. • The rate of backwash is designed to partially expand (fluidize) the filter bed. • Suspended matter is removed by shear forces as the water moves through the fluidized bed. • Additional cleaning occurs when particles of the bed abrade against each other.
  • 20. Flow control through filters • Constant-rate filtration • Flow rate is controlled by limiting the discharge rate, limiting the rate of inflow by a weir, or • by pumping or use of influent flow-splitting weir. • Declining-rate filtration • Rate of flow declines as the rate of head loss builds (influent- or effluent-controlled).
  • 21. Periodic Summary: • Drinking water treatment typically include clarification, filtration and disinfection. • Drinking water treatment should make water both potable and palatable. • Wastewater and drinking water treatment processes are similar in several ways.
  • 22. . DISINFECTION OF DRINKING WATER
  • 23. Types of disinfection: • Physical disinfection techniques include boiling and irradiation with ultraviolet light. • Chemical disinfection techniques include adding chlorine, bromine, iodine, and ozone to water.
  • 24. Physical disinfection • Boiling kills vegetative bacterial cells, but spores, viruses, and some protozoa may survive long periods of boiling. • Boiling is prohibitively expensive for large quantities of water.
  • 25. Physical disinfection (UV radiation): • Ultraviolet radiation is an effective and relatively safe disinfection method, but is relatively expensive and not widely used. • UV light disrupts DNA of microbial cells, preventing reproduction. • Specific wavelengths, intensities, distances, flow rates, and retention times are required.
  • 26. Chemical disinfection: • Chemicals added to water for disinfection include chlorine, bromine, and iodine. • Bromine is not recommended for drinking water disinfection, but may be used for pool water. • Iodine is sometimes used for drinking water disinfection, but causes a bad aftertaste.
  • 27. Chlorine disinfection: • Chlorination is a cheap, effective, relatively harmless (and therefore most popular) disinfection method. • Chlorine is added as a gas or hypochlorite solution. • Hypochlorous acid and hypochlorite ions form in solution, which are strong chemical oxidants, and kill microbes.
  • 28. Chlorine disinfection (cont.): • Combined chlorine is the proportion that combines with organic matter. • Free chlorine is the amount that remains to kill microbes in the distribution system (0.5 ppm, 10 min.) • Total chlorine is the combined concen-tration of combined and free chlorine.
  • 29. Ozonation: • Ozone (O3) is an effective, relatively harmless disinfection method, but is expensive (and therefore less popular than chlorine). • Ozone is a strong oxidant, that produces hydroxyl free radicals that react with organic and inorganic molecules in water to kill microbes.
  • 30. Summary: • Disinfection is the destruction of microorganisms in drinking water to safe levels. • Disinfection techniques include physical (boiling, ultraviolet light) and chemical methods (chlorine, bromine, iodine, and ozone).