- •Air sampling and industrial hygiene engineering. Martha j. Boss & Dennis w. Day
- •4.1 Definitions
- •4.2 Example—outline of bulk sampling qa/qc procedure
- •4.3 Example—outline of the niosh 7400 qa procedure
- •4.3.1 Precision: Laboratory Uses a Precision of 0.45
- •4.3.2 Precision: Laboratory Uses a Precision sr that is Better Than 0.45
- •4.3.3 Records to Be Kept in a qa/qc System
- •4.3.4 Field Monitoring Procedures—Air Sample
- •4.3.5 Calibration
- •4.4 Sampling and analytical errors
- •95% Confident That the Employer Is in Compliance
- •95% Confident That the Employer Is not in Compliance
- •4.5 Sampling methods
- •4.5.1 Full-Period, Continuous Single Sampling
- •4.5.2 Full-Period, Consecutive Sampling
- •4.5.3 Grab Sampling
- •4.6 Calculations
- •4.6.1 Calculation Method for a Full-Period, Continuous Single Sample
- •4.6.2 Sample Calculation for a Full-Period, Continuous Single Sample
- •4.6.3 Calculation Method for a Full-Period Consecutive Sampling
- •4.7 Grab sampling
- •4.8 Saes—exposure to chemical mixtures
- •5.1 Baseline risk assessment
- •5.2 Conceptual site model
- •5.2.1 Source Areas
- •5.2.2 Possible Receptors
- •5.3 Chemicals of potential concern
- •5.4 Human health blra criteria
- •5.5 Toxicity assessment
- •5.6 Toxicological profiles
- •5.7 Uncertainties related to toxicity information
- •5.8 Potentially exposed populations
- •5.8.1 Exposure Pathways
- •5.8.2 Sources
- •5.9 Environmental fate and transport of copCs
- •5.10 Exposure points and exposure routes
- •5.11 Complete exposure pathways evaluated
- •5.12 Ecological risk assessment
- •5.13 Data evaluation and data gaps
- •5.14 Uncertainties
- •5.14.1 Uncertainties Related to Toxicity Information
- •5.14.2 Uncertainties in the Exposure Assessment
- •5.15 Risk characterization
- •5.16 Headspace monitoring—volatiles
- •5.18 Industrial monitoring—process safety management
- •5.19 Bulk samples
- •6.1 Fungi, molds, and risk
- •6.1.1 What Is the Difference between Molds, Fungi, and Yeasts?
- •6.1.2 How Would I Become Exposed to Fungi That Would Create a Health Effect?
- •6.1.3 What Types of Molds Are Commonly Found Indoors?
- •6.1.4 Are Mold Counts Helpful?
- •6.1.5 What Can Happen with Mold-Caused Health Disorders?
- •6.2 Biological agents and fungi types
- •6.2.1 Alternaria
- •6.3 Aspergillus
- •6.4 Penicillium
- •6.5 Fungi and disease
- •6.6 Fungi control
- •6.6.1 Ubiquitous Fungi
- •6.6.2 Infection
- •6.6.3 Immediate Worker Protection
- •6.6.4 Decontamination
- •6.6.5 Fungi and voCs
- •6.6.6 Controlling Fungi
- •6.7 Abatement
- •Indoor Air Quality and Environments
- •7.1 Ventilation design guide
- •7.2 Example design conditions guidance
- •7.2.1 Outside Design Conditions
- •7.2.2 Inside Design Conditions
- •7.3 Mechanical room layout requirements
- •7.4 Electrical equipment/panel coordination
- •7.5 General piping requirements
- •7.6 Roof-mounted equipment
- •7.7 Vibration isolation/equipment pads
- •7.8 Instrumentation
- •7.9 Redundancy
- •7.10 Exterior heat distribution system
- •7.10.1 Determination of Existing Heat Distribution Systems
- •7.10.2 Selection of Heat Distribution Systems
- •7.10.2.1 Ag Systems
- •7.10.2.2 Cst Systems
- •7.10.2.3 Buried Conduit (preapproved type)
- •7.10.2.4 Buried Conduit (not preapproved type)
- •7.11 Thermal insulation of mechanical systems
- •7.12 Plumbing system
- •7.12.1 Piping Run
- •7.13 Compressed air system
- •7.13.1 Compressor Selection and Analysis
- •7.13.2 Compressor Capacity
- •7.13.3 Compressor Location and Foundations
- •7.13.4 Makeup Air
- •7.13.5 Compressed Air Outlets
- •7.13.6 Refrigerated Dryer
- •7.14.5 Outdoor Air Intakes
- •7.14.6 Filtration
- •7.14 Air supply and distribution system
- •7.14.1 Basic Design Principles
- •7.14.2 Temperature Settings
- •7.14.3 Air-Conditioning Loads
- •7.14.4 Infiltration
- •7.14.7 Economizer Cycle
- •7.15 Ductwork design
- •7.15.3 Evaporative Cooling
- •7.16 Ventilation and exhaust systems
- •7.16.1 Supply and Exhaust Fans
- •7.17 Testing, adjusting, and balancing of hvac systems
- •7.18 Ventilation adequacy
- •7.19 Laboratory fume hood performance criteria
- •7.20 Flow hoods
- •7.21 Thermoanemometers
- •7.22 Other velometers
4.5 Sampling methods
The LCL and UCL are calculated differently depending on the type of sampling method used. Sampling methods can be classified into one of three categories:
4.5.1 Full-Period, Continuous Single Sampling
Full-period, continuous single sampling is defined as sampling over the entire sample period with only one sample. The sampling may be for a full-shift sample or for a short period ceiling determination.
4.5.2 Full-Period, Consecutive Sampling
Full-period, consecutive sampling is defined as sampling using multiple consecutive samples of equal or unequal time duration that, if combined, equal the total duration of the sample period. An example would be taking four 2-hour charcoal tube samples.
There are several advantages to this type of sampling. If a single sample is lost during the sampling period due to pump failure, gross contamination, etc., at least some data will have been collected to evaluate the exposure. The use of multiple samples will result in slightly lower SAE. The collection of several samples leads to conclusions concerning the manner in which differing segments of the workday affect overall exposure.
4.5.3 Grab Sampling
Grab sampling is defined as collecting a number of short-term samples at various times during the sample period that, when combined, provide an estimate of exposure over the total period. Common examples include the use of detector tubes or direct-reading instrumentation (with intermittent readings).
4.6 Calculations
If the initial and final calibration flow rates are different, a volume calculated using the highest flow rate should be reported to the laboratory. If compliance is not established using the lowest flow rate, further sampling should be considered.
Sampling is generally conducted at approximately the same temperature and barometric pressure as calibration, in which case no correction for temperature and pressure is required, and the sample volume reported to the laboratory is the volume actually measured. Where sampling is conducted at a substantially different temperature or pressure than calibration, an adjustment to the measured air volume may be required depending on sampling pump used, in order to obtain the actual air volume sampled. The actual volume of air sampled at the sampling site is reported and used in all calculations.
For particulates the laboratory reports milligrams per cubic meter of contaminant using the actual volume of air collected at the sampling site. This value can be compared directly to OSHA Toxic and Hazardous Substances Standards (e.g., 29 CFR 1910.1000).
The laboratory normally does not measure concentrations of gases and vapors directly in parts per million. Rather, most analytical techniques determine the total weight of contaminant in a collection medium. Using the air volume provided by the industrial hygien-ist, the lab calculates the concentration in milligrams per cubic meter and converts this to parts per million at 25°C and 760 mmHg. This result is to be compared with the PEL without adjustment for temperature and pressure at the sampling site.
ppm(NTP) = mg/m3(24.45)/(Mwt) where
24.45 = molar volume at 25°C (298 K) and 760 mmHg
Mwt = molecular weight
NTP = normal temperature and pressure at 25°C and 760 mmHg
If it is necessary to know the actual concentration in parts per million at the sampling site, it can be derived from the laboratory results reported by using the following equation:
ppm(PT) = ppm(NTP) (760)/(P) (T)/(298) where
P = sampling site pressure (mmHg)
T = sampling site temperature (K)
298 = temperature in К
Since ppm(NTP) = mg/m3 (24.45)/(Mwt) ppm(PT) = mg/m3 X 24.45/Mwt X 760/P X T/298
Note: When a laboratory result is reported as milligrams per cubic meter contaminant, concentrations expressed as parts per million (PT) cannot be compared directly to the standards table without converting to NTP.
Note: Barometric pressure can be obtained by calling the local weather station or airport and requesting the unadjusted barometric pressure. If these sources are not available, then a rule of thumb is for every 1000 ft increase in elevation, the barometric pressure decreases by 1 in.Hg.
