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ISO 29462:2022 specifies methods for field testing of general ventilation filtration devices and systems to determine in situ removal efficiency by particle size and resistance to airflow. This second edition provides updated procedures for evaluating filter performance in real installation conditions, recognizing that laboratory test results may differ significantly from field performance due to installation effects, aging, and environmental factors.
| Test Parameter | Specification |
|---|---|
| Particle size range | 0.3 um to 10 um (optical particle counter) |
| Air velocity range | 1.0 to 5.0 m/s in duct |
| Sampling method | Isoaxial, isokinetic sampling probes |
| Efficiency determination | Upstream/downstream particle counting |
| Flow resistance measurement | Differential pressure across filter bank |
| Test duration | Multiple cycles, minimum 3 per test condition |
The standard specifies detailed requirements for test equipment including optical particle counters (OPCs) or condensation particle counters (CPCs), diluters for high-concentration environments, sampling systems with isoaxial probes, and airflow resistance measurement instruments. All equipment must have documented calibration traceable to national or international standards.
Site evaluation is a critical first step. The standard requires pre-testing inspection of the filter installation including assessment of filter bank sealing, bypass leakage paths, access for probe insertion, and verification that test conditions are within the operational range of the HVAC system.
The test procedure for removal efficiency involves simultaneous or sequential particle counting upstream and downstream of the filter bank using identical particle counters or a single counter with a switching system. Multiple sampling locations across the duct cross-section are required to account for spatial concentration variations.
The standard addresses data analysis including calculation of particle size-specific removal efficiency, statistical uncertainty estimation, and reporting requirements. Efficiency calculations must account for particle concentration variations between sampling cycles and include appropriate uncertainty bounds.
Practical challenges in field testing include accessing upstream and downstream locations in existing ductwork, dealing with turbulent flow conditions, and managing test duration constraints imposed by building occupancy or process operations.
The sampling system is the most critical component of the field test setup. ISO 29462 specifies that sampling lines should be as short as practical, with a maximum length of 5 meters, to minimize particle losses due to diffusion, sedimentation, and electrostatic attraction. The sample line material should be conductive or anti-static to prevent electrostatic losses, and all tubing should have smooth internal surfaces to minimize turbulent deposition.
Isokinetic sampling is essential for particles larger than 1 um to avoid size-dependent sampling bias. For submicron particles, anisokinetic errors are less significant due to the low particle inertia, but the standard still recommends isoaxial probe alignment within +/- 10 degrees of the flow direction. Multiple sampling points across the duct cross-section should be used, with a minimum of 12 points for rectangular ducts and 8 points for circular ducts, distributed according to log-linear or equal-area methods.
The data analysis procedures in ISO 29462 address the calculation of particle size-specific removal efficiency including appropriate uncertainty assessment. The efficiency at each particle size is calculated from the ratio of downstream to upstream particle concentrations, with corrections for any differences in sampling flow rates or dilution factors. The uncertainty of the efficiency measurement depends on the number of particles counted at each size, following Poisson counting statistics, and must be reported as 95% confidence intervals.
The standard specifies methods for handling data anomalies including negative efficiency values (which can occur when upstream concentration is lower than downstream due to statistical variation at low concentrations), missing data due to instrument malfunction, and outlier rejection criteria. The test report should document all data processing steps and any data quality issues encountered during testing, providing full transparency for the interpretation of results by the end user.
The test procedure for in situ removal efficiency measurement involves establishing stable airflow conditions at the test location, measuring upstream particle concentrations at all required particle sizes, then measuring downstream concentrations under identical flow conditions. The standard specifies that upstream and downstream measurements should be made as close to simultaneously as practical to minimize the effects of concentration variations over time. When using a single particle counter with a switching valve, the switching frequency should be sufficient to capture at least three complete cycles of upstream and downstream measurements at each test condition. The air velocity at the measurement location must be measured and recorded, as filtration efficiency can be velocity-dependent, particularly for filters that rely on diffusion and interception capture mechanisms. The resistance to airflow measurement requires pressure taps located upstream and downstream of the filter bank, with the differential pressure measured using a calibrated manometer or pressure transducer. The standard specifies minimum requirements for pressure tap design and location to ensure representative pressure drop measurements.