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BOD and COD definitions and relationship

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mbeychok

Chemical
Jul 5, 1999
679
Those of you whose work responsibilities include waatewater treatment will find this discusion of interest:

Any oxidizable material present in a natural waterway or in an industrial wastewater will be oxidized both by biochemical (bacterial) or chemical processes. The result is that the oxygen content of the water will be decreased. Basically, the reaction for biochemical oxidation may be written as:

Oxidizable material + bacteria + nutrient + O2 => CO2 + H2O + oxidized inorganics such as NO3, SO4, etc.

Oxygen consumption by reducing chemicals such as sulfides and nitrites is typified as follows:

S-- + 2 O2 => SO4--
NO2- + 0.5 O2 => NO3-


Since all natural waterways contain bacteria and nutrient, almost any waste compounds introduced into such waterways will initiate biochemical reactions (such as shown above). Those biochemical reactions create what is measured in the laboratory as the Biochemical or Biological Oxygen Demand (BOD).

Oxidizable chemicals (such as reducing chemicals) introduced into a natuaral water will will similarly initiate chemical reactions (such as shown above). Those chemical reactions create what is measured in the laboratory as the Chemical Oxygen Demand (COD).

Both the BOD and COD tests are a measure of the relative oxygen-depletion effect of a waste contaminant. Both have been widely adopted as a measure of pollution effect.

The so-called 5-day BOD measures the amount of oxygen consumed by biochemical oxidation of waste contaminants in a 5-day period. The total amount of oxygen consumed when the biochemical reaction is allowed to proceed to completion is called the Ultimate BOD. The Ultimate BOD is too time consuming, so the 5-day BOD has almost universally been adopted as a measure of relative pollution effect.

There are also many different COD tests. Perhaps, the most common is the 4-hour COD.

It should be emphasized that there is no generalized correlation between the 5-day BOD and the Ultimate BOD. Likewise, there is no generalized correlation between BOD and COD. It is possible to develop such correlations for a specific waste contaminant in a specific wastewater stream ... but such correlations cannot be generalized for use with any other waste contaminants or wastewater streams.

If you want even more details, read "Aqueous Wastes from Petroleum and Petrochemical Plants" published by John Wiley & Sons in 1967. It is available in most university libraries.


Milton Beychok
(Contact me at www.air-dispersion.com)
.

 
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One BOD definition worth considering, quoted from The dictionary of scientific and technical terms (McGraw-Hill), is:

The demand of dissolved oxygen required to meet the metabolic needs of aerobic microorganisms in water rich in organic matter, such as sewage.
 
Another useful book for geeting correlationship between COD and BOD for various wastewater is
Wastewater Engineering: Treatment, Disposal and
Reuse by Metcalf and Eddy
 
BOD5 varies with the type of waste, eg. industrial effluent from food processing wastes has BOD5 = 0.7 COD whereas rendering waste has as low as 0.45COD???
 
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Once again, there is no generalized correlation between BOD and COD. It is possible to develop such correlations for a specific waste contaminant in a specific wastewater stream ... but such correlations cannot be generalized for use with any other waste contaminants or wastewater streams.

Milton Beychok
(Contact me at www.air-dispersion.com)
.

 
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