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SEMINAR
ON
SEWAGE DETERMINATION BY COD METHOD
DEPARTMENT OF RURAL TECHNOLOGY AND SOCIAL
DEVELOPMENT
G.G.V. BILASPUR (C.G.)
SESSION 2018-19
PRESENTING BY :-
SHARAD KUMAR CHANDRAKAR
M.Sc. (RT) 2nd SEM
CONTENTS
 Introduction
 Definition
 Sewage
 Necessity of Sewage Treatment
 History
 COD test by dichromate principle
 Calculations
 Advantages
 Disadvantages
 Conclusions
 References
INTRODUCTION OF COD
• The organic matter present in sewage can be measured
in number of ways.
• The oxygen required to oxidize the organic matter
present in a given waste water can be theoretically
calculated .
• If the organic compounds and their concentration are
known the oxygen demand of the sample can be
accurately computed but it is impossible to know the
details of organic compounds present in raw water or
waste water.
• It is expressed in milligrams per liter (mg/L) also
referred to as ppm (parts per million), which indicates
the mass of oxygen consumed per liter of solution.
DEFINITION
• COD is the total amount of oxygen required to chemically
oxidize the bio degradable and non biodegradable organic
matter.
• Chemical oxygen demand is the amount of oxygen needed to
oxidize the organic matter present in water.
• Chemical oxygen demand testing is used to determine the
amount of oxidation that will occur and the amount of organic
matter in a water sample.
• Chemical oxygen demand testing is also used to determine
the amount of inorganic chemicals in a sample.
Sewage
• Sewage (domestic wastewater or municipal wastewater) is a
type of wastewater that is produced by a community of
people. It is characterized by volume or rate of flow, physical
condition, chemical and toxic constituents and
its bacteriologic status (which organisms it contains and in
what quantities).
• Waste matter from domestic or industrial establishments that
is carried away in sewers or drains for dumping or conversion
into a form that is not toxic.
Necessity of Sewage Treatment
• Sewage treatment plant plays an important role for the
mankind.
• The main function of these plants is to make the water of the
sewage clean that comes from home, commercial and
industrial sectors.
• The treatment of sewage water has become the need of the
hour as it stops spreading the diseases and illness caused by
the sewage water.
• It helps society in making the water as well as environment
clean.
• The three stages of these plants include the primary stage, the
secondary stage and the tertiary stage.
HISTORY
• Earlier potassium permanganate was used as an
oxidizing agent
• COD values were very much lower than that of 5 th
day BOD
• It indicated that potassium permanganate was not
very effective in oxidizing all the organic matter
present
• After that other oxidizing agents like ceric sulphate,
potassium iodate and potassium di-chromate were
also used
HISTORY
• Potassium di chromate was found to be the most effective
due to –
• Completely oxidize all organic matter
• Relatively cheap
• Easy to purify
COD TEST BY DICHROMATE PRINCIPLE
• Water sample is refluxed in strong acidic solution
with a known excess amount of potassium
dichromate.
• After digestion, the remaining unreduced K2Cr2O7 is
titrated with Ferrous Ammonium Sulfate (FAS)to
determine K2Cr2O7 consumed.
• This gives us the oxidizable organic matter in terms
of oxygen equivalent.
CHEMICAL OXYGEN DEMAND
CALCULATIONS
• The COD in mg/l is determined by the
formula:-
• COD mg/l = (A-B)xNx8000 /ml sample taken
ADVANTAGES OF COD METHOD
• COD result are available much sooner than BOD test
results.
• The COD test requires fewer manipulations of the
sample.
• The COD test oxidizes a wide range of chemical
compounds.
• It can be standardize more easily.
DISADVANTAGES
• The major disadvantage is that the results are not
directly applicable to 5-day BOD results without
correlation studies over a long period of time.
• One more limitation of COD is it’s inability to
differentiate between biologically oxidizable and
biologically inert organic matter.
CONCLUSIONS
• The main purpose of the COD method to
provide systematic approach for water
treatment.
REFERENCES
• Journal on industrial waste water treatment by k.l moed
• Environmental engineering vol 1&2 by S.K Garg
• Industrial waste water treatment by metcalf & eddy

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sewage determination by COD method

  • 1. SEMINAR ON SEWAGE DETERMINATION BY COD METHOD DEPARTMENT OF RURAL TECHNOLOGY AND SOCIAL DEVELOPMENT G.G.V. BILASPUR (C.G.) SESSION 2018-19 PRESENTING BY :- SHARAD KUMAR CHANDRAKAR M.Sc. (RT) 2nd SEM
  • 2. CONTENTS  Introduction  Definition  Sewage  Necessity of Sewage Treatment  History  COD test by dichromate principle  Calculations  Advantages  Disadvantages  Conclusions  References
  • 3. INTRODUCTION OF COD • The organic matter present in sewage can be measured in number of ways. • The oxygen required to oxidize the organic matter present in a given waste water can be theoretically calculated . • If the organic compounds and their concentration are known the oxygen demand of the sample can be accurately computed but it is impossible to know the details of organic compounds present in raw water or waste water. • It is expressed in milligrams per liter (mg/L) also referred to as ppm (parts per million), which indicates the mass of oxygen consumed per liter of solution.
  • 4. DEFINITION • COD is the total amount of oxygen required to chemically oxidize the bio degradable and non biodegradable organic matter. • Chemical oxygen demand is the amount of oxygen needed to oxidize the organic matter present in water. • Chemical oxygen demand testing is used to determine the amount of oxidation that will occur and the amount of organic matter in a water sample. • Chemical oxygen demand testing is also used to determine the amount of inorganic chemicals in a sample.
  • 5. Sewage • Sewage (domestic wastewater or municipal wastewater) is a type of wastewater that is produced by a community of people. It is characterized by volume or rate of flow, physical condition, chemical and toxic constituents and its bacteriologic status (which organisms it contains and in what quantities). • Waste matter from domestic or industrial establishments that is carried away in sewers or drains for dumping or conversion into a form that is not toxic.
  • 6. Necessity of Sewage Treatment • Sewage treatment plant plays an important role for the mankind. • The main function of these plants is to make the water of the sewage clean that comes from home, commercial and industrial sectors. • The treatment of sewage water has become the need of the hour as it stops spreading the diseases and illness caused by the sewage water. • It helps society in making the water as well as environment clean. • The three stages of these plants include the primary stage, the secondary stage and the tertiary stage.
  • 7. HISTORY • Earlier potassium permanganate was used as an oxidizing agent • COD values were very much lower than that of 5 th day BOD • It indicated that potassium permanganate was not very effective in oxidizing all the organic matter present • After that other oxidizing agents like ceric sulphate, potassium iodate and potassium di-chromate were also used
  • 8. HISTORY • Potassium di chromate was found to be the most effective due to – • Completely oxidize all organic matter • Relatively cheap • Easy to purify
  • 9. COD TEST BY DICHROMATE PRINCIPLE • Water sample is refluxed in strong acidic solution with a known excess amount of potassium dichromate. • After digestion, the remaining unreduced K2Cr2O7 is titrated with Ferrous Ammonium Sulfate (FAS)to determine K2Cr2O7 consumed. • This gives us the oxidizable organic matter in terms of oxygen equivalent.
  • 11. CALCULATIONS • The COD in mg/l is determined by the formula:- • COD mg/l = (A-B)xNx8000 /ml sample taken
  • 12. ADVANTAGES OF COD METHOD • COD result are available much sooner than BOD test results. • The COD test requires fewer manipulations of the sample. • The COD test oxidizes a wide range of chemical compounds. • It can be standardize more easily.
  • 13. DISADVANTAGES • The major disadvantage is that the results are not directly applicable to 5-day BOD results without correlation studies over a long period of time. • One more limitation of COD is it’s inability to differentiate between biologically oxidizable and biologically inert organic matter.
  • 14. CONCLUSIONS • The main purpose of the COD method to provide systematic approach for water treatment.
  • 15. REFERENCES • Journal on industrial waste water treatment by k.l moed • Environmental engineering vol 1&2 by S.K Garg • Industrial waste water treatment by metcalf & eddy