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LIQUID WASTE MANAGEMENT
K.GOVARDHA
N
MSc
Liquid water is a mixture of sewage; water from
household use; water used in commercial and
industrial applications etc…
Wastewater contains a variety of biological and
chemical pollutants which make it unsafe for
humans and the environment.
The objective of wastewater treatment is to
remove or modify these pollutants, so that it can
be safely discharged into the environment.
1. Primary treatment
Physically removes large solids using grates, screens, and
settling tanks.
Large pieces of debris are removed by screening, and
suspended particles are removed from the water through
settling processes.
The sewage is passed through a series of filters of graded
openings and then allowed to flow through sedimentation
units.
Typical materials that are removed during primary
treatment include,
fats, oils, and greases
sand, gravels and rocks
larger settleable solids including human waste
floating materials
Screening : to remove large objects, that could plug
lines or block tank inlets
Grit chambers : slows down the flow to allow grit to fall
out. (horizontal, aerated and vortex).
Sedimentation tank ( settling tank or clarifiers) :
Settleable solids settle out & are pumped away,
while oils float to the top & are skimmed off.Settleable
solids are then passed for aeration in aeration tanks.
2. SECONDARY TREATMENT
( BIOLOGICAL TREATMENT)
This is purely a biological treatment of mechanically
treated sewage and concerns microbial activity which
biodegrades organic substrates and oxidizable
inorganic compounds
This treatment accomplishes two important phases,
namely, aerobic phase and anaerobic phase.
•Trickling filters
•Oxidation ponds
•Activated sludge
Trickling filters
•Trickling filter consists of generally 6-10 feet deep bed of
crushed stone, gravel, slag, or similar material.
•The sewage effluent is sprayed over the surface of the bed; the
spraying saturates the effluent with oxygen.
•The bed surface becomes coated with aerobic microbial flora
consisting of microalgae, microfungi, bacteria, and protozoa.
•As the effluent seeps over, the aerobic microbes degrade the
organic matter.
•However, the treated effluent collected at the bottom of the tank
is passed to sedimentation tank and like activated sludge process,
the effluent follows tertiary treatment.
•80-85 % BOD removal.
Oxidation ponds
•Oxidation pond sewage treatment is recommended for small communities in rural
areas where suitable and sufficient land is available.
•Oxidation ponds are generally 2-5 feet deep shallow ponds designed to allow
direct wind action and algal growth on the sewage effluent.
•Oxygen supplied from air and produced as a result of algal photosynthesis fulfils
biochemical oxygen demand (BOD) of sewage effluent and thus helps in
maintaining aerobic condition in sewage effluent.
•Algae use CO2- photosynthesis- produce O2-inturn encourage aerobial activity in
the sewage.
•Bacterial action – decomposing organic matter & generate CO2.
•Considerable amount of organic matter in the algal form accumulates is not a
problem. since pond is nutrient-rich.
•In such condition the aerobic microbes grow rapidly and digest organic matter,
Chlorella pyrenodosa is a common algal representative grown in oxidation ponds.
Activated sludge
Aerobic sewage treatment in which flocculated biological
growth is circulated & in contact with organic waste in
oxygen presence is called activated sludge process.
Activated sludge with its living organisms has the property
of absorbing or adsorbing colloidal and dissolved organic
matter.
In this process, the mechanically treated sewage effluent is
pumped into a sedimentation or settling tank wherein the
sewage flocs and settles out.
Thus, in the presence of plentiful oxygen, oxidation of
sewage effluent is brought about by aerobic
microorganisms which break down organic matter to CO2
and H2O.
Secondary treatment is entirely dependent upon the activity of microbes.
Eg: Biofilters (Trickling filters) , Activated sludge etc..
Microbes frequently present in activated sludge:
Achromobacter,
Flavobacterium,
Nitrosomonas,
Nocardia,
Mycobacterium,
Geotrichum,
Nitrobacter.
Some microorganisms are used during the secondary treatment to remove
pollutants.
However, most microorganisms will be removed from the wastewater during the
disinfection stage of the treatment.
3. TERTIARY TREATMENT (CHEMICAL
TREATMENT)
Removes disease-causing organisms from wastewater .
3 different disinfection process are :
•Chlorination
• UV light radiation (a physical treatment)
• Ozonation
The final step of tertiary treatment is disinfection which is
commonly accomplished by chlorination using either
sodium or calcium hypochlorite respectively or chlorine.
Now the effluent is clean water and is considered
microbiologically safe even for human consumption.
Chlorination
•Chlorine is used in 2 forms – Cl2 gas form or hypochlorite tablets
•Cl react with water to form HOCl, which rapidly dissociate to form
hypochlorite ion.
•Cl is effective against enteric bacteria.
•Advantages:
low cost & effective
•Disadvantages:
chlorine residue could be harmful to environment.
LIQUID WASTE MANAGEMENT
LIQUID WASTE MANAGEMENT

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LIQUID WASTE MANAGEMENT

  • 2. Liquid water is a mixture of sewage; water from household use; water used in commercial and industrial applications etc… Wastewater contains a variety of biological and chemical pollutants which make it unsafe for humans and the environment. The objective of wastewater treatment is to remove or modify these pollutants, so that it can be safely discharged into the environment.
  • 3.
  • 4. 1. Primary treatment Physically removes large solids using grates, screens, and settling tanks. Large pieces of debris are removed by screening, and suspended particles are removed from the water through settling processes. The sewage is passed through a series of filters of graded openings and then allowed to flow through sedimentation units.
  • 5.
  • 6. Typical materials that are removed during primary treatment include, fats, oils, and greases sand, gravels and rocks larger settleable solids including human waste floating materials Screening : to remove large objects, that could plug lines or block tank inlets Grit chambers : slows down the flow to allow grit to fall out. (horizontal, aerated and vortex). Sedimentation tank ( settling tank or clarifiers) : Settleable solids settle out & are pumped away, while oils float to the top & are skimmed off.Settleable solids are then passed for aeration in aeration tanks.
  • 7. 2. SECONDARY TREATMENT ( BIOLOGICAL TREATMENT) This is purely a biological treatment of mechanically treated sewage and concerns microbial activity which biodegrades organic substrates and oxidizable inorganic compounds This treatment accomplishes two important phases, namely, aerobic phase and anaerobic phase. •Trickling filters •Oxidation ponds •Activated sludge
  • 9. •Trickling filter consists of generally 6-10 feet deep bed of crushed stone, gravel, slag, or similar material. •The sewage effluent is sprayed over the surface of the bed; the spraying saturates the effluent with oxygen. •The bed surface becomes coated with aerobic microbial flora consisting of microalgae, microfungi, bacteria, and protozoa. •As the effluent seeps over, the aerobic microbes degrade the organic matter. •However, the treated effluent collected at the bottom of the tank is passed to sedimentation tank and like activated sludge process, the effluent follows tertiary treatment. •80-85 % BOD removal.
  • 11. •Oxidation pond sewage treatment is recommended for small communities in rural areas where suitable and sufficient land is available. •Oxidation ponds are generally 2-5 feet deep shallow ponds designed to allow direct wind action and algal growth on the sewage effluent. •Oxygen supplied from air and produced as a result of algal photosynthesis fulfils biochemical oxygen demand (BOD) of sewage effluent and thus helps in maintaining aerobic condition in sewage effluent. •Algae use CO2- photosynthesis- produce O2-inturn encourage aerobial activity in the sewage. •Bacterial action – decomposing organic matter & generate CO2. •Considerable amount of organic matter in the algal form accumulates is not a problem. since pond is nutrient-rich. •In such condition the aerobic microbes grow rapidly and digest organic matter, Chlorella pyrenodosa is a common algal representative grown in oxidation ponds.
  • 13. Aerobic sewage treatment in which flocculated biological growth is circulated & in contact with organic waste in oxygen presence is called activated sludge process. Activated sludge with its living organisms has the property of absorbing or adsorbing colloidal and dissolved organic matter. In this process, the mechanically treated sewage effluent is pumped into a sedimentation or settling tank wherein the sewage flocs and settles out. Thus, in the presence of plentiful oxygen, oxidation of sewage effluent is brought about by aerobic microorganisms which break down organic matter to CO2 and H2O.
  • 14. Secondary treatment is entirely dependent upon the activity of microbes. Eg: Biofilters (Trickling filters) , Activated sludge etc.. Microbes frequently present in activated sludge: Achromobacter, Flavobacterium, Nitrosomonas, Nocardia, Mycobacterium, Geotrichum, Nitrobacter. Some microorganisms are used during the secondary treatment to remove pollutants. However, most microorganisms will be removed from the wastewater during the disinfection stage of the treatment.
  • 15. 3. TERTIARY TREATMENT (CHEMICAL TREATMENT) Removes disease-causing organisms from wastewater . 3 different disinfection process are : •Chlorination • UV light radiation (a physical treatment) • Ozonation The final step of tertiary treatment is disinfection which is commonly accomplished by chlorination using either sodium or calcium hypochlorite respectively or chlorine. Now the effluent is clean water and is considered microbiologically safe even for human consumption.
  • 16. Chlorination •Chlorine is used in 2 forms – Cl2 gas form or hypochlorite tablets •Cl react with water to form HOCl, which rapidly dissociate to form hypochlorite ion. •Cl is effective against enteric bacteria. •Advantages: low cost & effective •Disadvantages: chlorine residue could be harmful to environment.