Division Averaging periods for emissions to water
United Kingdom
Unless stated otherwise, the averaging periods associated with the environmental performance levels associated with the best available techniques (BAT-AEPLs) for emissions to water expressed in concentrations are defined as follows.
| Time-proportional composite samples can be used provided that sufficient flow stability can be demonstrated. | |
| Averaging period | Definition |
|---|---|
| Average of values obtained during one month | Flow-weighted average value from 24-hour flow-proportional composite samples obtained during 1 month under normal operating conditionsf1 |
| Average of values obtained during one year | Flow-weighted average value from 24-hour flow-proportional composite samples obtained during 1 year under normal operating conditions |
Flow-weighted average concentrations of the parameter (cw ) are calculated using Equation 3:
| Equation 3: |
where:
number of measurement periods;
average concentration of the parameter during ith measurement period;
average flow rate during ith measurement period.
Where BAT-AEPLs refer to specific emission loads, expressed as load of emitted substance per unit of production output, the average specific emission loads are calculated using Equation 1.
Annotations
Footnotes
- f1
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Time-proportional composite samples can be used provided that sufficient flow stability can be demonstrated.