Chemical oxygen demand

In environmental chemistry, the chemical oxygen demand (COD) test is commonly used to indirectly measure the amount of organic compounds in water. Most applications of COD determine the amount of organic pollutants found in surface water (e.g. lakes and rivers) or wastewater, making COD a useful measure of water quality. It is expressed in milligrams per liter (mg/L), which indicates the mass of oxygen consumed per liter of solution.

Overview

The basis for the COD test is that nearly all organic compounds can be fully oxidized to carbon dioxide with a strong oxidizing agent under acidic conditions. The amount of oxygen required to oxidize an organic compound to carbon dioxide, ammonia, and water is given by:

{\mbox{C}}_{n}{\mbox{H}}_{a}{\mbox{O}}_{b}{\mbox{N}}_{c}+\left(n+{\frac {a}{4}}-{\frac {b}{2}}-{\frac {3}{4}}c\right){\mbox{O}}_{2}\rightarrow n{\mbox{CO}}_{2}+\left({\frac {a}{2}}-{\frac {3}{2}}c\right){\mbox{H}}_{2}{\mbox{O}}+c{\mbox{NH}}_{3}

This expression does not include the oxygen demand caused by nitrification, the oxidation of ammonia into nitrate:

{\mbox{N}}{\mbox{H}}_{3}+2{\mbox{O}}_{2}\rightarrow {\mbox{N}}{\mbox{O}}_{3}^{-}+{\mbox{H}}_{3}{\mbox{O}}^{+}

Dichromate, the oxidizing agent for COD determination, does not oxidize ammonia into nitrate, so nitrification is not included in the standard COD test.

The International Organization for Standardization describes a standard method for measuring chemical oxygen demand in ISO 6060 .

Using potassium dichromate

Potassium dichromate is a strong oxidizing agent under acidic conditions. Acidity is usually achieved by the addition of sulfuric acid. The reaction of potassium dichromate with organic compounds is given by:

{\ce {C}}_{n}{\ce {H}}_{a}{\ce {O}}_{b}{\ce {N}}_{c}\ +\ d{\ce {Cr2O7^{2}-}}\ +\ (8d\ +\ c){\ce {H+->}}n{\ce {CO2}}\ +\ {\frac {a+8d-3c}{2}}{\ce {H2O}}\ +\ c{\ce {NH4+}}\ +2d{\ce {Cr^{3}+}}

where $d=2n/3+a/6-b/3-c/2$ . Most commonly, a 0.25 N solution of potassium dichromate is used for COD determination, although for samples with COD below 50 mg/L, a lower concentration of potassium dichromate is preferred.

In the process of oxidizing the organic substances found in the water sample, potassium dichromate is reduced (since in all redox reactions, one reagent is oxidized and the other is reduced), forming Cr³⁺. The amount of Cr³⁺ is determined after oxidization is complete, and is used as an indirect measure of the organic contents of the water sample.

Measurement of excess

For all organic matter to be completely oxidized, an excess amount of potassium dichromate (or any oxidizing agent) must be present. Once oxidation is complete, the amount of excess potassium dichromate must be measured to ensure that the amount of Cr³⁺ can be determined with accuracy. To do so, the excess potassium dichromate is titrated with ferrous ammonium sulfate (FAS) until all of the excess oxidizing agent has been reduced to Cr³⁺. Typically, the oxidation-reduction indicator ferroin is added during this titration step as well. Once all the excess dichromate has been reduced, the ferroin indicator changes from blue-green to a reddish brown. The amount of ferrous ammonium sulfate added is equivalent to the amount of excess potassium dichromate added to the original sample. Note: Ferroin indicator is bright red from commercially prepared sources, but when added to a digested sample containing potassium dichromate it exhibits a green hue. During the titration the color of the indicator changes from a green hue to a bright blue hue to a reddish brown upon reaching the endpoint. Ferroin indicator changes from red to pale blue when oxidized.^[1]

Preparation of ferroin indicator reagent

A solution of 1.485 g 1,10-phenanthroline monohydrate is added to a solution of 695 mg FeSO₄·7H₂O in distilled water, and the resulting red solution is diluted to 100 mL.

Calculations

The following formula is used to calculate COD:

\mathrm {COD} ={\frac {8000(b-s)n}{\text{sample volume}}}

where b is the volume of FAS used in the blank sample, s is the volume of FAS in the original sample, and n is the normality of FAS. If milliliters are used consistently for volume measurements, the result of the COD calculation is given in mg/L.

The COD can also be estimated from the concentration of oxidizable compound in the sample, based on its stoichiometric reaction with oxygen to yield CO₂ (assume all C goes to CO₂), H₂O (assume all H goes to H₂O), and NH₃ (assume all N goes to NH₃), using the following formula:

COD = (C/FW)·(RMO)·32

Where

C = Concentration of oxidizable compound in the sample,

FW = Formula weight of the oxidizable compound in the sample,

RMO = Ratio of the # of moles of oxygen to # of moles of oxidizable compound in their reaction to CO₂, water, and ammonia

For example, if a sample has 500 wppm of phenol:

C₆H₅OH + 7O₂ → 6CO₂ + 3H₂O

COD = (500/94)·7·32 = 1191 wppm

Inorganic interference

Some samples of water contain high levels of oxidizable inorganic materials which may interfere with the determination of COD. Because of its high concentration in most wastewater, chloride is often the most serious source of interference. Its reaction with potassium dichromate follows the equation:

{\mathrm {6Cl^{-}+Cr_{2}O_{7}^{{2-}}+14H^{+}\rightarrow 3Cl_{2}+2Cr^{{3+}}+7H_{2}O}}

Prior to the addition of other reagents, mercuric sulfate can be added to the sample to eliminate chloride interference.

The following table lists a number of other inorganic substances that may cause interference. The table also lists chemicals that may be used to eliminate such interference, and the compounds formed when the inorganic molecule is eliminated.

Inorganic molecule	Eliminated by	Elimination forms
Chloride	Mercuric sulfate	Mercuric chloride complex
Nitrite	Sulfamic acid	N₂ gas
Ferrous iron	-	-
Sulfides	-	-

Government regulation

Many governments impose strict regulations regarding the maximum chemical oxygen demand allowed in waste water before they can be returned to the environment. For example, in Switzerland, a maximum oxygen demand between 200 and 1000 mg/L must be reached before waste water or industrial water can be returned to the environment .

History

For many years, the strong oxidizing agent potassium permanganate (K Mn O₄) was used for measuring chemical oxygen demand. Measurements were called oxygen consumed from permanganate, rather than the oxygen demand of organic substances. Potassium permanganate's effectiveness at oxidizing organic compounds varied widely, and in many cases biochemical oxygen demand (BOD) measurements were often much greater than results from COD measurements. This indicated that potassium permanganate was not able to effectively oxidize all organic compounds in water, rendering it a relatively poor oxidizing agent for determining COD.

Since then, other oxidizing agents such as ceric sulphate, potassium iodate, and potassium dichromate have been used to determine COD. Of these, potassium dichromate (K₂Cr₂O₇) has been shown to be the most effective: it is relatively cheap, easy to purify, and is able to nearly completely oxidize almost all organic compounds.

In these methods, a fixed volume with a known excess amount of the oxidant is added to a sample of the solution being analyzed. After a refluxing digestion step, the initial concentration of organic substances in the sample is calculated from a titrimetric or spectrophotometric determination of the oxidant still remaining in the sample. As with all colorimetric methods blanks are used to control for contamination by outside material.

References

↑ http://antoine.frostburg.edu/chem/senese/101/glossary/f.shtml

Clair N. Sawyer; Perry L. McCarty; Gene F. Parkin (2003). Chemistry for Environmental Engineering and Science (5th ed.). New York: McGraw-Hill. ISBN 0-07-248066-1.
Lenore S. Clescerl; Arnold E. Greenberg; Andrew D. Eaton. Standard Methods for Examination of Water & Wastewater (20th ed.). Washington, DC: American Public Health Association. ISBN 0-87553-235-7.

"General Chemistry Online".

External links

ISO 6060: Water quality - Determination of the chemical oxygen demand
Water chemical oxygen demand (Food and Agriculture Organization of the United Nations)

Wastewater

Sources of wastewater	Acid mine drainage Ballast water Blackwater (coal) Blackwater (waste) Boiler blowdown Brine Combined sewer Cooling tower Cooling water Fecal sludge Greywater Infiltration/Inflow Industrial effluent Ion exchange Leachate Manure Papermaking Produced water Return flow Reverse osmosis Sanitary sewer Septage Sewage Sewage sludge Storm drain Urban runoff

Wastewater quality indicators	Biochemical oxygen demand Chemical oxygen demand Coliform index Dissolved oxygen Heavy metals pH Salinity Temperature Total dissolved solids Total suspended solids Turbidity

Wastewater treatment processes	Activated sludge Aerated lagoon Agricultural wastewater treatment API oil-water separator Carbon filtration Chlorination Clarifier Constructed wetland Extended aeration Facultative lagoon Fecal sludge management Filtration Imhoff tank Industrial wastewater treatment Ion exchange Membrane bioreactor Reverse osmosis Rotating biological contactor Secondary treatment Sedimentation Septic tank Settling basin Sewage sludge treatment Sewage treatment Stabilization pond Trickling filter Ultraviolet germicidal irradiation UASB Wastewater treatment plant

Wastewater disposal and reuse options	Combined sewer Evaporation pond Groundwater recharge Infiltration basin Injection well Irrigation Marine dumping Marine outfall Sanitary sewer Septic drain field Sewage farm Sewerage Stabilization pond Storm drain Surface runoff Water reclamation

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