Biochemical Oxygen Demand (BOD5) and Carbonaceous Biochemical Oxygen Demand (CBOD)

Reference:

Standard Methods; 5210 A, 5210 B, 4500-O G

Scope and Application

The Biochemical Oxygen Demand (BOD) analysis is an empirical test in which standardized laboratory procedures are used to determine the oxygen demands of wastewater. The test is most commonly used to determine waste loading from industries and residences on wastewater treatment plants and to determine the efficiency of BOD removal for the treatment plant. This analysis measures the sum of many types of oxygen demand, including the oxidation of hydrocarbons (to carbohydrates), ammonia (to nitrates), and inorganic compounds such as iron and sulfur.

It is often useful for wastewater treatment plants to know the amount of nitrogenous oxygen demand (NOD) in the wastewater. The nitrogenous oxygen demand is due to the oxidation of ammonia to nitrate. The NOD may be estimated directly from an analysis of the ammonia present in the wastewater at different points in the treatment stream, or it may be assessed indirectly through the use of a nitrification inhibited BOD analysis. Inhibiting the nitrification process allows direct measurement of the oxidation of the hydrocarbons, also called the carbonaceous biochemical oxygen demand (CBOD). This analysis is generally not performed on raw influent or primary (non-biological) effluent samples since nitrifying organisms will not be present. If a CBOD analysis is performed on such a sample, the results may be marginal and not provide the information desired.

The BOD concentration of most wastewater samples exceeds the concentration of dissolved oxygen (DO) available in that sample (even if the sample is saturated with oxygen). Therefore, it is necessary to dilute the sample with specially prepared dilution water in order to bring the oxygen demand and supply into an appropriate balance. It is vital that the dilution water used has no contaminants that would cause an increase or a decrease in the BOD. Because it is not feasible to allow every sample to come into complete oxygen equilibrium with the dilution water, the standard incubation time for samples is 5 days. If a different duration for incubation is chosen, it must be clearly noted and reported as such. Once a duration has been established, it is critical that this duration be adhered to so that test results are comparable.

Because a significant oxygen demand is present within the first fifteen minutes after dilution of the sample, it is vital that the initial oxygen content of the dilution be measured as soon as possible after the liquid components of the dilution have been mixed. It is also very important for the oxygen demand to take place in a closed system (for measurement purposes); thus it is important to stopper the individual dilution bottles immediately after the initial oxygen content has been determined.

The presence of chlorine in the sample being analyzed can artificially suppress the oxygen demand. Because of this, it is usually recommended that wastewater treatment plants collect effluent samples prior to the chlorination point. If the sample is collected after the chlorination process, the sample must be seeded during the analysis.

 

Apparatus