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COMMON ENFLUENT
TREATMENT
PLANT
PRESENTED BY – JAY KUMAR
ROLL NUMBER – 173604
G.N.D.E.C. , LUDHIANA
 COMMON EFFLUENT TREATMENT PLANT OR INDUSTRIAL
TREATMENT PLANT
▪ Industrial wastewater treatment covers the mechanisms and processes used to treat
wastewater that is produced as a by-product of industrial or commercial activities.
After treatment, the treated industrial wastewater (or effluent) may be reused or
released to a sanitary sewer or to a surface water in the environment. Most industries
produce some wastewater although recent trends in the developed world have been
to minimize such production or recycle such wastewater within the production
process. However, many industries remain dependent on processes that
produce wastewaters.
 SOURCES OF WASTE WATER
1. Complex organic chemicals industry : (Pesticides, pharmaceuticals, paints, dyes,
petrochemicals, detergents, plastic etc.).
2. Electric power plants : (Lead, mercury, cadmium, chromium, arsenic, fly ash).
3. Iron and steel industry : (ammonia, cyanide, phenols, naphthalene).
4. Paper and pulp industry : (Chloroforms, dioxins, furans, COD).
 TREATMENT OF INDUSTRIAL WASTEWATER
1. BRINE TREATMENT
▪ Brine treatment involves removing dissolved salt ions from the waste stream. Although
similarities to seawater or brackish water desalination exist, industrial brine treatment
may contain unique combinations of dissolved ions, such as hardness ions or other
metals, necessitating specific processes and equipment.
▪ Brine treatment systems are typically optimized to either reduce the volume of the final
discharge for more economic disposal (as disposal costs are often based on volume) or
maximize the recovery of fresh water or salts. Brine treatment systems may also be
optimized to reduce electricity consumption, chemical usage, or physical footprint.
▪ Brine treatment is commonly encountered when treating cooling tower
blowdown, produced water from steam assisted gravity drainage (SAGD), produced
water from natural gas extraction such as coal seam gas, frac flowback water, acid mine
or acid rock drainage, reverse osmosis reject, chlor-alkali wastewater, pulp and paper
mill effluent, and waste streams from food and beverage processing.
▪ Brine treatment technologies may include: membrane filtration processes, such
as reverse osmosis; ion exchange processes such as electrodialysis or weak acid cation
exchange; or evaporation processes, such as brine concentrators
and crystallizers employing mechanical vapors recompression and steam.
▪ Reverse osmosis may not be viable for brine treatment, due to the potential for fouling
caused by hardness salts or organic contaminants, or damage to the reverse osmosis
membranes from hydrocarbons.
▪ Evaporation processes are the most widespread for brine treatment as they enable the
highest degree of concentration, as high as solid salt. They also produce the highest
purity effluent, even distillate-quality. Evaporation processes are also more tolerant of
organics, hydrocarbons, or hardness salts. However, energy consumption is high and
corrosion may be an issue as the prime mover is concentrated salt water. As a result,
evaporation systems typically employ titanium or duplex stainless steel materials.
 SOLIDS REMOVAL
▪ Most solids can be removed using simple sedimentation techniques with the solids
recovered as slurry or sludge.
▪ Very fine solids and solids with densities close to the density of water pose special
problems. In such case filtration or ultrafiltration may be required.
▪ Although, flocculation may be used, using alum salts or the addition of polyelectrolytes.
OILAND GREESE REMOVAL
• The effective removal of oils and grease is dependent on the characteristics of the oil in
terms of its suspension state and droplet size, which will in turn affect the choice of
separator technology.
Oil pollution in water usually comes in four states, often in combination:
i. free oil - large oil droplets sitting on the surface.
ii. heavy oil, which sits at the bottom, often adhering to solids like dirt.
iii. emulsified, where the oil droplets are heavily "chopped"; and
iv. dissolved oil, where the droplets are fully dispersed and not visible. Emulsified oil
droplets are the most common in industrial oily wastewater and are extremely difficult
to separate.
▪ The methodology for separating the oil is dependent on the oil droplet size. Larger oil
droplets such as those in free oil pollution are easily removed, but as the droplets
become smaller, some separator technologies perform better than others.
▪ Most separator technologies will have an optimum range of oil droplet sizes that can be
effectively treated. This is known as the "micron rating.“
▪ Each separator technology will have its own performance curve outlining optimum
performance based on oil droplet size. the most common separators are gravity tanks or
pits, API oil-water separators or plate packs, chemical treatment via DAFs, centrifuges,
media filters and hydro cyclones.
 A.P.I. OIL - WATER SEPARATOR
▪ An API oil–water separator is a device
designed to separate gross amounts of oil
and suspended solids from the wastewater
effluents of oil refineries, petrochemical
plants, chemical plants, natural gas
processing plants and other industrial oily
water sources. The name is derived from the
fact that such separators are Designed
according to standards published by
the American Petroleum Institute (API).
 REMOVAL OF BIODEGRADABLE ORGANICS
▪ Biodegradable organic material of plant or animal origin is usually possible to treat using
extended conventional sewage treatment processes such as activated sludge or trickling
filter.
▪ Problems can arise if the wastewater is excessively diluted with washing water or is
highly concentrated such as undiluted blood or milk.
▪ The presence of cleaning agents, disinfectants, pesticides, or antibiotics can have
detrimental impacts on treatment processes.
 ACTIVATED SLUDGE PROCESS
▪ The activated sludge process is a type of wastewater treatment process for
treating sewage or industrial wastewaters using aeration and a biological floc
composed of bacteria and protozoa
▪ Activated sludge is a biochemical process for treating sewage and industrial wastewater
that uses air (or oxygen) and microorganisms to biologically oxidize organic pollutants,
producing a waste sludge (or floc) containing the oxidized material. In general, an
activated sludge process includes:
▪ An aeration tank where air (or oxygen) is
injected and thoroughly mixed into the
wastewater.
▪ A settling tank (usually referred to as
a clarifier or "settler") to allow the waste
sludge to settle. Part of the waste sludge is
recycled to the aeration tank and the
remaining waste sludge is removed for
further treatment and ultimate disposal.
 TRICKLING FILTER PROCESS
▪ A trickling filter consists of a bed of rocks, gravel, slag, peat moss, or plastic media
over which wastewater flows downward and contacts a layer (or film) of microbial slime
covering the bed media. Aerobic conditions are maintained by forced air flowing through
the bed or by natural convection of air. The process involves adsorption of organic
compounds in the wastewater by the microbial slime layer, diffusion of air into the slime
layer to provide the oxygen required for the biochemical oxidation of the organic
compounds. The end products include carbon dioxide gas, water and other products of
the oxidation. As the slime layer thickens, it becomes difficult for the air to penetrate the
layer and an inner anaerobic layer is formed.
The fundamental components of a complete trickling filter system
are:
i. A bed of filter medium upon which a layer of microbial slime
is promoted and developed.
ii. An enclosure or a container which houses the bed of filter
medium.
iii. A system for distributing the flow of wastewater over the filter
medium.
iv. A system for removing and disposing of any sludge from the
treated effluent.
The treatment of sewage or other wastewater with trickling filters
is among the oldest and most well characterized treatment
technologies.
 REMOVAL OF OTHER ORGANICS
▪ Synthetic organic materials including solvents, paints, pharmaceuticals, pesticides,
products from coke production and so forth can be very difficult to treat. Treatment
methods are often specific to the material being treated. Methods include advanced
oxidation processing, distillation, adsorption, vitrification, incineration, chemical
immobilization or landfill disposal. Some materials such as some detergents may be
capable of biological degradation and in such cases, a modified form of wastewater
treatment can be used.
 REMOVAL OF ACIDS AND ALKALI
▪ Acids and alkalis can usually be neutralized under controlled conditions. Neutralization
frequently produces a precipitate that will require treatment as a solid residue that may also be
toxic. In some cases, gases may be evolved requiring treatment for the gas stream. Some other
forms of treatment are usually required following neutralization.
▪ Waste streams rich in hardness ions as from de-ionization processes can readily lose the
hardness ions in a buildup of precipitated calcium and magnesium salts. This precipitation
process can cause severe furring of pipes and can, in extreme cases, cause the blockage of
disposal pipes. A 1-metre diameter industrial marine discharge pipe serving a major chemicals
complex was blocked by such salts in the 1970s. Treatment is by concentration of de-ionization
waste waters and disposal to landfill or by careful pH management of the released wastewater
 REMOVAL OF TOXIC MATERIALS
▪ Toxic materials including many organic materials, metals (such as zinc,
silver, cadmium, thallium, etc.) acids, alkalis, non-metallic elements (such as arsenic
or selenium) are generally resistant to biological processes unless very dilute. Metals can
often be precipitated out by changing the pH or by treatment with other chemicals.
Many, however, are resistant to treatment or mitigation and may require concentration
followed by landfilling or recycling. Dissolved organics can be incinerated within the
wastewater by the advanced oxidation process
common effluent treatment plant

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common effluent treatment plant

  • 1. COMMON ENFLUENT TREATMENT PLANT PRESENTED BY – JAY KUMAR ROLL NUMBER – 173604 G.N.D.E.C. , LUDHIANA
  • 2.  COMMON EFFLUENT TREATMENT PLANT OR INDUSTRIAL TREATMENT PLANT ▪ Industrial wastewater treatment covers the mechanisms and processes used to treat wastewater that is produced as a by-product of industrial or commercial activities. After treatment, the treated industrial wastewater (or effluent) may be reused or released to a sanitary sewer or to a surface water in the environment. Most industries produce some wastewater although recent trends in the developed world have been to minimize such production or recycle such wastewater within the production process. However, many industries remain dependent on processes that produce wastewaters.
  • 3.  SOURCES OF WASTE WATER 1. Complex organic chemicals industry : (Pesticides, pharmaceuticals, paints, dyes, petrochemicals, detergents, plastic etc.). 2. Electric power plants : (Lead, mercury, cadmium, chromium, arsenic, fly ash). 3. Iron and steel industry : (ammonia, cyanide, phenols, naphthalene). 4. Paper and pulp industry : (Chloroforms, dioxins, furans, COD).
  • 4.  TREATMENT OF INDUSTRIAL WASTEWATER 1. BRINE TREATMENT ▪ Brine treatment involves removing dissolved salt ions from the waste stream. Although similarities to seawater or brackish water desalination exist, industrial brine treatment may contain unique combinations of dissolved ions, such as hardness ions or other metals, necessitating specific processes and equipment. ▪ Brine treatment systems are typically optimized to either reduce the volume of the final discharge for more economic disposal (as disposal costs are often based on volume) or maximize the recovery of fresh water or salts. Brine treatment systems may also be optimized to reduce electricity consumption, chemical usage, or physical footprint.
  • 5. ▪ Brine treatment is commonly encountered when treating cooling tower blowdown, produced water from steam assisted gravity drainage (SAGD), produced water from natural gas extraction such as coal seam gas, frac flowback water, acid mine or acid rock drainage, reverse osmosis reject, chlor-alkali wastewater, pulp and paper mill effluent, and waste streams from food and beverage processing. ▪ Brine treatment technologies may include: membrane filtration processes, such as reverse osmosis; ion exchange processes such as electrodialysis or weak acid cation exchange; or evaporation processes, such as brine concentrators and crystallizers employing mechanical vapors recompression and steam.
  • 6. ▪ Reverse osmosis may not be viable for brine treatment, due to the potential for fouling caused by hardness salts or organic contaminants, or damage to the reverse osmosis membranes from hydrocarbons. ▪ Evaporation processes are the most widespread for brine treatment as they enable the highest degree of concentration, as high as solid salt. They also produce the highest purity effluent, even distillate-quality. Evaporation processes are also more tolerant of organics, hydrocarbons, or hardness salts. However, energy consumption is high and corrosion may be an issue as the prime mover is concentrated salt water. As a result, evaporation systems typically employ titanium or duplex stainless steel materials.
  • 7.  SOLIDS REMOVAL ▪ Most solids can be removed using simple sedimentation techniques with the solids recovered as slurry or sludge. ▪ Very fine solids and solids with densities close to the density of water pose special problems. In such case filtration or ultrafiltration may be required. ▪ Although, flocculation may be used, using alum salts or the addition of polyelectrolytes. OILAND GREESE REMOVAL • The effective removal of oils and grease is dependent on the characteristics of the oil in terms of its suspension state and droplet size, which will in turn affect the choice of separator technology.
  • 8. Oil pollution in water usually comes in four states, often in combination: i. free oil - large oil droplets sitting on the surface. ii. heavy oil, which sits at the bottom, often adhering to solids like dirt. iii. emulsified, where the oil droplets are heavily "chopped"; and iv. dissolved oil, where the droplets are fully dispersed and not visible. Emulsified oil droplets are the most common in industrial oily wastewater and are extremely difficult to separate.
  • 9. ▪ The methodology for separating the oil is dependent on the oil droplet size. Larger oil droplets such as those in free oil pollution are easily removed, but as the droplets become smaller, some separator technologies perform better than others. ▪ Most separator technologies will have an optimum range of oil droplet sizes that can be effectively treated. This is known as the "micron rating.“ ▪ Each separator technology will have its own performance curve outlining optimum performance based on oil droplet size. the most common separators are gravity tanks or pits, API oil-water separators or plate packs, chemical treatment via DAFs, centrifuges, media filters and hydro cyclones.
  • 10.  A.P.I. OIL - WATER SEPARATOR ▪ An API oil–water separator is a device designed to separate gross amounts of oil and suspended solids from the wastewater effluents of oil refineries, petrochemical plants, chemical plants, natural gas processing plants and other industrial oily water sources. The name is derived from the fact that such separators are Designed according to standards published by the American Petroleum Institute (API).
  • 11.  REMOVAL OF BIODEGRADABLE ORGANICS ▪ Biodegradable organic material of plant or animal origin is usually possible to treat using extended conventional sewage treatment processes such as activated sludge or trickling filter. ▪ Problems can arise if the wastewater is excessively diluted with washing water or is highly concentrated such as undiluted blood or milk. ▪ The presence of cleaning agents, disinfectants, pesticides, or antibiotics can have detrimental impacts on treatment processes.
  • 12.  ACTIVATED SLUDGE PROCESS ▪ The activated sludge process is a type of wastewater treatment process for treating sewage or industrial wastewaters using aeration and a biological floc composed of bacteria and protozoa ▪ Activated sludge is a biochemical process for treating sewage and industrial wastewater that uses air (or oxygen) and microorganisms to biologically oxidize organic pollutants, producing a waste sludge (or floc) containing the oxidized material. In general, an activated sludge process includes:
  • 13. ▪ An aeration tank where air (or oxygen) is injected and thoroughly mixed into the wastewater. ▪ A settling tank (usually referred to as a clarifier or "settler") to allow the waste sludge to settle. Part of the waste sludge is recycled to the aeration tank and the remaining waste sludge is removed for further treatment and ultimate disposal.
  • 14.  TRICKLING FILTER PROCESS ▪ A trickling filter consists of a bed of rocks, gravel, slag, peat moss, or plastic media over which wastewater flows downward and contacts a layer (or film) of microbial slime covering the bed media. Aerobic conditions are maintained by forced air flowing through the bed or by natural convection of air. The process involves adsorption of organic compounds in the wastewater by the microbial slime layer, diffusion of air into the slime layer to provide the oxygen required for the biochemical oxidation of the organic compounds. The end products include carbon dioxide gas, water and other products of the oxidation. As the slime layer thickens, it becomes difficult for the air to penetrate the layer and an inner anaerobic layer is formed.
  • 15. The fundamental components of a complete trickling filter system are: i. A bed of filter medium upon which a layer of microbial slime is promoted and developed. ii. An enclosure or a container which houses the bed of filter medium. iii. A system for distributing the flow of wastewater over the filter medium. iv. A system for removing and disposing of any sludge from the treated effluent. The treatment of sewage or other wastewater with trickling filters is among the oldest and most well characterized treatment technologies.
  • 16.  REMOVAL OF OTHER ORGANICS ▪ Synthetic organic materials including solvents, paints, pharmaceuticals, pesticides, products from coke production and so forth can be very difficult to treat. Treatment methods are often specific to the material being treated. Methods include advanced oxidation processing, distillation, adsorption, vitrification, incineration, chemical immobilization or landfill disposal. Some materials such as some detergents may be capable of biological degradation and in such cases, a modified form of wastewater treatment can be used.
  • 17.  REMOVAL OF ACIDS AND ALKALI ▪ Acids and alkalis can usually be neutralized under controlled conditions. Neutralization frequently produces a precipitate that will require treatment as a solid residue that may also be toxic. In some cases, gases may be evolved requiring treatment for the gas stream. Some other forms of treatment are usually required following neutralization. ▪ Waste streams rich in hardness ions as from de-ionization processes can readily lose the hardness ions in a buildup of precipitated calcium and magnesium salts. This precipitation process can cause severe furring of pipes and can, in extreme cases, cause the blockage of disposal pipes. A 1-metre diameter industrial marine discharge pipe serving a major chemicals complex was blocked by such salts in the 1970s. Treatment is by concentration of de-ionization waste waters and disposal to landfill or by careful pH management of the released wastewater
  • 18.  REMOVAL OF TOXIC MATERIALS ▪ Toxic materials including many organic materials, metals (such as zinc, silver, cadmium, thallium, etc.) acids, alkalis, non-metallic elements (such as arsenic or selenium) are generally resistant to biological processes unless very dilute. Metals can often be precipitated out by changing the pH or by treatment with other chemicals. Many, however, are resistant to treatment or mitigation and may require concentration followed by landfilling or recycling. Dissolved organics can be incinerated within the wastewater by the advanced oxidation process