& EPA
          United States
          Environmental Protection
          Agency
             Office of Air Quality
             Planning and Standards
             Research Triangle Park, NC 27711
EPA-452/R-94-009
March 1994
          Air
GUIDELINES FOR PM-10 SAMPLING
AND ANALYSIS APPLICABLE TO
RECEPTOR MODELING

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                                        EPA-452/R-94-009
         GUIDELINES FOR PM-10 SAMPLING
          AND ANALYSIS APPLICABLE TO
               RECEPTOR MODELING
     U.S.  Environmental  Protection Agency
         Office of Air and Radiation
 Office  of Air Quality Planning and Standards
Research Triangle Park,  North Carolina  27711

                  March  1994

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Disclaimer

     This document has been reviewed by the Air Quality Management
Division and the Technical  Support  Division  of  the Office of Air
Quality  Planning   and  Standards   (OAQPS) ,   U.S.  Environmental
Protection Agency,  and approved for  publication.   Mention of trade
names  or  commercial  products  is   not intended to  constitute
endorsement or recommendation for use.
Copies

     Copies of  this document  are  available through  the Library
Services  Office  (MD-35),  U.S.  Environmental  Protection Agency,
Research Triangle Park, North Carolina 27711; or, for a fee, from
the National Technical Information  Services,  5285 Port Royal Road,
Springfield, Virginia  22161.   Electronic  copies are available on
the OAQPS  Technology Transfer Network  (TTN),  Ambient Monitoring
Technology Information Center  (AMTIC) bulletin board.
                               ii

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                                      Contents
 Contents

 Tables

 Figures
                                                              Page No.

                                                                    iii

                                                                     v

                                                                    vi
 1.0   INTRODUCTION

       1.1    Background
       1.2    Primary and Secondary Aerosol
       1.3    Guideline Objectives
       1.4    Overview and Guide to Report
                                                                   1-1

                                                                   1-1
                                                                   1-6
                                                                   1-9
                                                                   1-9
2.0    PM10 SAMPLING METHODS FOR CHEMICAL ANALYSIS
      2.1
      2.2
      2.3
      2.4
      2.5
      2.6
      2.7
 Sampling Inlets
 Sampling Surfaces
 Filter Media
 Filter Holders
 Flow Measurement and Control
 PMjo Sampling Systems for Chemical Analysis
 Summary of Potential Sampling Artifacts
  2-1
 2-16
 2-1S
 2-25
 2-26
 2-28
 2-32
3.0   PM10 CHEMICAL ANALYSIS METHODS
      3.1
      3.2
      3.3
      3.4
      3.5
      3.6
Mass Measurement Methods
Elemental Analysis Methods
Water-Soluble Ion Measurement Methods
Carbon Measurement Method Selection
3.4.1 Thermal Manganese  Oxidation Method for Carbon
3.4.2 Thermal Optical Reflectance/Transmission Method for Carbon
3.4.3 Filter Transmission for Light Absorbing Carbon
Filter Selection, Preparation, Handling, and Storage
Filter Analysis Protocol
 3-1

 3-1
 3-4
3-14
3-21
3-22
3-25
3-27
3-27
3-37
                                       111

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                               Contents (continued)
 4.0   SAMPLING AND ANALYSIS STRATEGIES
       4.1
       4.2
       4.3
       4.4
       4.5
       4.6
       4.7
       4.8
General Approach

£"*?i? ^V6d PM" Faters from High-Volume Samplers
Planned High-Volume PM10 Sampling
High-Volume and Dichotomous PMW Sampling
High-Volume or Dichotomous PM10 and Continuous PM10 Sampling
Sequential Filter .Sampling                        ° oamln"1s
Saturation Sampling
Denuder Difference Sampling
5.0   SUMMARY



6.0   REFERENCES
                                                    o

APPENDIX A.     SUMMARY OF PM10 STUDIES AND DATA BASES
Page No.

     4-1

    4-1
    4-9
    4-13
    4-13
    4-14
    4-14
    4-14
    4-15


    5-1


    6-1


    A-l

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                                         Tables
 Table No.    Title                                                            page No.

 1-1          Summary of designated moderate and serious PM10 non-attainment         1-2
              areas in the U.S. as of 2/1/94

 2-1  .        PM10 reference and equivalent sampling methods                          2-2

 2-2          Examples of ambient aerosol sampling systems assembled for major        2-5
              studies

•2-3   .       Summary of size-selective inlets for ambient aerosol samplers             2-11
                                •a
 2-4          Aerosol filter substrates and relevant physical and chemical               2-20
              characteristics

 3-1          Analytical measurement specifications for air filter samples                3-2

 3-2          X-ray fluorescence air filter analysis interference-free minimum           3-10
              detection limits using DRI standard analysis protocols

 3-3          Carbon analysis method characteristics                                  3-23

 3-4          Summary of filter acceptance test results performed at DRI's              3-30
              Environmental Analysis Facility between 1992 and 1993

 4-1          Typical chemical abundances in source emissions                          4-2

 4-2          Analytical measurement specifications for 4-hour, 6-hour, 8-hour,          4-4
              and 24-hour PM2.5 and PM10 sequential filter samples

 4-3          Summary of 1989 emissions inventory in the San Joaquin Valley           4-6

 4-4          Example  of program plan outline for PM10 measurement and modeling     4-11

 A-l          Summary of PM10 studies and data bases                                A-2

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                                        Figures
 Figure No.
 1-1
 2-1

 2-2
 3-1

 3-2
 3-3
 3-4
 3-5
 3-6
 3-7
 3-8
 3-9
3-10
4-1
 Designated PM10 non-attainment areas in the United States
 Sampling characteristics of the Sierra Andersen Model 321A
 inlet and the Wedding DP10 inlet at a wind speed of 8 km/hr
 Example of an ambient aerosol sampler with annular denuders
 Schematic of a typical double-beam atomic absorption spectroscopy
 (AAS) system                                             w
       •*
 Schematic diagram of a typical x-ray fluorescence (XRF) system '
 Example of an x-ray fluorescence (XRF) spectrum
 Schematic  representation of an ion chromatography (1C) system
 Example of an ion chromatogram.
 Schematic of a typical automated colorimetric  (AC) system
 Example of a thermal/optical reflectance (TOR) thermogram
 Example of a light transmission measurement system
 Flow diagram of the PM10 sequential filter sampler
 Flow diagram of  filter processing and chemical analysis activities
 for an aerosol and gaseous sampling system
Steps in designing a PMm source apportionment study
Page No.
      1-7
    2-10

    2-17
     3-6

     3-8
    3.12
    3-17
    31 g
    3-20
    3-26
    3.28
    3.33
    3-39

   4.10
                                        VI

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 1.0    INTRODUCTION

       Chemical characterization of suspended particles is necessary, along with the application
 of receptor models, to apportion ambient concentrations to their sources for the development of
 emissions reduction strategies.  This document identifies current technology for the sampling and
 analysis of PM10 and its chemical constituents on filter deposits.

 1.1    Background

       The national ambient air quality standards (NAAQS) for PM10 (particulate  matter with
 a nominal aerodynamic diameter less than or equal to 10 micrometers, [/mi]) (Federal Register,
 1987a; 1987b; 1987c; 1987d;  1987e; 1987f;  1987g;  1987h;  1987i) allow PM10 concentrations
 hi an air quality maintenance  area to reach an annual arithmetic average of 50 ^g/m3 and a
 maximum 24-hour average of 150 /*g/m3,  not to be exceeded more than three times in three
 years.  Secondary PM10 standards were set identical to primary PM10 standards for the protection
 of public welfare.

       The 1990  Clean Air Act Amendments (CAAA, the  Act)  (U.S. Government Printing
 Office,  1991) and  several years of  ambient PM10 monitoring designated  75 U.S. areas as
 "moderate" non-attainment for PM10 (Federal Register,  1991; 1994),  5 areas as  "serious"
 non-attainment (Federal Register, 1993), and the remaining areas as unclassifiable. Table 1,-1
 identifies these designated non-attainment areas.  The unclassifiable areas may be re-designated
 as non-attainment areas in the future if ambient PM10 concentrations exceed the standards. The
 1990 CAAA charge "moderate"  non-attainment areas  to  achieve  the PM10 NAAQS  as
 expeditiously as practicable but no later than December 31, 1994.  For "serious" non-attainment
 areas, the CAAA require attainment of the PMi0 NAAQS by December 31,  2001.

       Under the amended Act, states must develop and submit State Implementation Plans
 (SIPs) which specify the emissions reductions which need to be executed in each non-attainment
 area. SIPs specify the technologies and activities which will be applied, and the  regulations
 which  will enforce these technologies  or  emitters.   The SIP must also demonstrate, in a
 scientifically defensible manner, that these  emissions reductions will be successful  hi attaining
 PM10 standards.

       U.S. EPA guidelines for SIPs (U.S. EPA, 1987a)  recommend the application of both
 source and receptor models to quantify the major contributors to excess PM10 concentrations,
 and linear rollback of emissions to estimate the effects of alternative emission controls (Pace and
 Watson, 1987; U.S. EPA, 1987b). Source models use emissions inventories and meteorological
measurements to predict the PM10 concentrations measured at receptors.  Receptor  models use
the chemical composition of source emissions and receptor concentrations to infer the source
contributions which constitute the measured PM10 mass,  the Chemical Mass Balance (CMB,
Watson et al., 1984; 1990a; 1991a) receptor model uses  source profiles (i.e., the fractional
amount of each chemical hi source emissions) and ambient concentrations of chemicals measured
at PM10 sampling sites as model inputs. Other receptor models apply single particle analysis and
                                         1-1

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 multivariate decompositions of many measurements taken in space and time (e.g., Henry et al.
 1991; Gebhardt et al., 1990; Kim et al., 1992). Chemically-speciated paniculate data sets have
 been acquired in many urban and non-urban areas to determine the sources of PM10 and the
 causes of visibility impairment.  Appendix A identifies many of these data sets.

        Figure 1-1 shows the locations of current PM10 non-attainment areas in the U.S.  and
 classifies them by major source contributors based on emissions inventories. The general source
 types in these PM10 non-attainment areas are combinations of area-wide emitters such as fugitive
 dust from roads, construction,  and agriculture; smoke from residential wood combustion,
 prescribed burning, and  forest  fires; directly emitted exhaust from motor vehicle engines-
 primary industrial emissions from steel mills, power  plants,  incinerators, smelters, cement
 plants, oil extraction, and oil refining; and secondary sulfate, nitrate, ammonium, and organic
 compounds formed from sulfur dioxide, nitrogen oxides, ammonia, and  reactive organic gas
 (ROG) emissions.  The distinction between primary and secondary contributors  to PM10 is
 important, and obtaining this distinction is a major motivation for determining the chemical
 composition of PM10.
 1.2   Primary and Secondary Aerosol

       Both primary and secondary particles contribute to suspended particles in the U.S., and
 especially to PM,,0 concentrations which exceed standards.  Primary particles are those which
 are directly emitted by sources.   These particles undergo few changes between source and
 receptor,  and the atmospheric concentrations are, on average, proportional to the quantities
 which are emitted.   Secondary particles are those which form hi the atmosphere from gases
 which are directly emitted by sources. Sulfates and nitrates are the most common  secondary
 particles,  though a fraction of organic carbon can also result from volatile organic compounds
 (VOCs) via atmospheric reactions.

       Suspended particles congregate hi different sub-ranges  according to  the method of
 formation (Whitby  et al., 1972).  The  "nuclei"  range consists  of particles <0.08 jam in
 aerodynamic diameter which are emitted directly from combustion sources. In polluted areas,
 the lifetimes of particles in the nuclei range are usually less than one hour because they rapidly
 coagulate  with large particles or serve as nuclei for cloud or fog droplets.  This  size range is
 detected only when  fresh emissions sources are close to the measurement site.

       The "accumulation" range consists of particles of -0.08 to ~2 ^m in aerodynamic diameter.
 These particles result from the coagulation of smaller primary particles emitted from combustion
 sources, from condensation of volatile species, from gas-to-particle conversion, and from finely
ground dust particles.   The  nuclei  and accumulation ranges constitute  most of the PM25
 (paniculate matter with  a nominal aerodynamic diameter less than or equal to 2.5  /urn) size
fraction. This -size range includes contributions from primary as well  as secondary  particles.
PM2.5 contains most of the sulfate, nitrate, ammonium, organic carbon, and elemental carbon
found in suspended particles.  Hering  and Friedlander (1982), John et al. (1991), and  Sloane et
                                         1-6

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1-7

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 al. (1991) show that the accumulation range consists of several modes.  One of these, which
 peaks at ~ 0.2/mi, is interpreted as a "condensation" mode containing gas-phase reaction products.
 A -0.7 /an peak is interpreted as a "droplet" mode which forms as the  "condensation" mode
 accumulates water.
        The  "coarse" particles (PMi0 minus PM2.5) consist of particles between 2.5 /rai and
 10  /mi.   Coarse particles  result from grinding activities and are dominated by material  of
 geological origin.  Pollen and spores are also in this size range, as are ground up trash, leaves,
 tire wear, other detritus, and sea salt.  Coarse particles may also result when clouds'and fog
 droplets form in a polluted environment, then dry out after having scavenged other particles and
 gases.

        The gaseous precursors of most paniculate sulfates and nitrates are sulfur dioxide (SO2)
 and oxides of nitrogen (NO and NO2f the sum of which  is designated NOJ, respectively.
 Ambient concentrations of sulfate and nitrate are not necessarily proportional to quantities  of
 emissions since the rates at which  they form  may  be limited  by factors other than the
 concentration of the precursor gas.  Secondary sulfates most often occur as a combination  of
•sulfuric acid (H2SO4), ammonium bisulfate (NH4HSO4),  and ammonium sulfate ((NH4)2SO4).
 Ammonium nitrate (NH4NO3) is a common secondary constituent of PM2.5.  A portion of PM10
 nitrate may be found hi the coarse particle fraction in association with sodium. This is presumed
 to be sodium nitrate [NaNO3] derived from the reaction of nitric acid with the sodium chloride
 [NaCl] hi sea salt.  All of these are soluble in water,  and liquid  water may be a  major
 component of PM10 when relative humidities exceed 70%.

       Secondary organic compounds hi particulate matter include aliphatic acids,  aromatic
 acids, nitro-aromatics, carbonyls, esters, phenols, and aliphatic nitrates (Grosjean and Seinfeld,
 1989;  Grosjean, 1992).  The exact precursors  of  these secondary  organics  are  not well
 understood, but they are believed to  consist of heavier hydrocarbons (i.e., molecules which
 contain more than seven or eight carbon atoms).  Many of the suspected  precursors of secondary
 organic particles are not measured by the usual  VOC sampling and analysis  methods.

       While ammonium sulfate  is a fairly stable compound, ammonium nitrate is  not.  Its
 equilibrium with gaseous ammonia and nitric acid is strongly influenced by temperature and
 relative humidity.  Russell  et al. (1983) show that  lower temperatures and higher relative
 humidities favor the particulate phase of ammonium nitrate.  Their sensitivity tests demonstrate
 that the equilibrium is most sensitive to changes hi ambient temperature and  gaseous ammonia
 concentrations.  The gas phase is highly favored when ambient temperatures approach or exceed
 35°C, while the particulate ammonium nitrate phase is  highly favored  when temperatures are
less than 15°C.  When gaseous ammonia or nitric acid concentrations are reduced, some of the
particulate ammonium nitrate evaporates  to  regain equilibrium  with the  gas phase.   This
phenomenon makes accurate measurements of particulate  nitrate and nitric  acid exceedingly
difficult, since ammonium nitrate particles on a filter may disappear during sampling or between
sampling and analysis with changes hi temperature and gas concentrations.
                                          1-8

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        The sulfur dioxide to particulate sulfate reaction and the nitrogen oxide to particulate
 nitrate  reaction  compete  for  available hydroxyl  radicals  and ammonia.    Ammonia is
 preferentially scavenged by sulfate to form ammonium sulfate and ammonium bisulfate, and the
 amount of ammonium nitrate formed is significant only when total ammonia exceeds sulfate by
 a factor of two or more on a mole  basis.  In an ammonia-limited environment,  reducing
 ammonium sulfate  concentrations  by one  molecule  would  increase  ammonium  nitrate
 concentrations by  two molecules.  This implies that sulfur dioxide,  oxides of nitrogen,  and
 ammonia must be treated as a coupled system and cannot be dealt with separately. Reducing
 sulfur dioxide emissions might actually result in ammonium nitrate increases which exceed the
 reductions in ammonium sulfate where the availability of ammonia is  limited.  In areas where
 sulfates and nitrates are present, it is necessary to measure the gaseous ammonia and nitric acid
 precursors to determine whether or not this  is a possibility (e.g., Watson et al., 1994a).


 1.3    Guideline Objectives

        While the NAAQS address only the mass concentrations ofPM10, there are ample reasons
 to  understand the chemical, constituents of  that mass.   The  first is that  such  chemical
 characterization is needed to apportion PM10 to its sources using receptor models.  The second
 is to evaluate the effects of emissions reductions on PMi0 mass.  Finally, health effects may be
 different for different chemical compounds. The PM10 mass concentration standard provides an
 easily measured surrogate for a composite of chemical compositions, but these compositions vary
 substantially depending on sampling site and time of year for  the same mass concentration  It
 is probable that chemical composition will be carefully studied as part of the re-assessment of
 the NAAQS standards for suspended particles.

       These guidelines describe technologies for the measurement of chemical components of
 PM10 on filter deposits. The objectives of this report are to:

       •      Describe practical PM10  sampling methods which are compatible with chemical
              analysis methods and compliance assessment.

       •      Describe accurate, precise,  and cost-effective chemical  analyses which can  be
              applied to PM10 filter deposits.

       •     Develop practical approaches for PM10 sampling and analysis which are tailored
             to the solution of specific PM10 problems.


1.4    Overview and Guide to Report

       Section  1  states  the background and  objectives of these PM10  sampling and analysis
guidelines.   Section 2 summarizes PM10  sampling methods.   It lists  sampling  system
requirements and  filter media, and reviews the reference  and equivalent sampling methods for
                                          1-9

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PMi0.  Section 3 enumerates the chemical analysis options for chemicals measured on PM10
filter, typical detection limits, and sample requirements for each method. PM10 sampling and
analysis  options are offered hi Sections 4.   Report summary is given hi Section 5.   A
comprehensive  bibliography is presented hi Section 6.   Appendix A contains summaries of
existing data sets which can be used to evaluate PM10 problems and to assist ha the design of
future studies.
                                        1-10

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 2.0    PMW SAMPLING METHODS FOR CHEMICAL ANALYSIS

        Chemical analysis of filter deposits cannot be separated from the methods used to obtain
 the sample.  Many scientists  obtain long records  of PMi0 filter samples following  normal
 U.S. EPA procedures, store them in envelopes or file boxes for many years, then send them to
 a general chemical laboratory to obtain some numbers for different chemical constituents. These
 scientists are usually disappointed when they choose to make a regulatory decision and have to
 defend these numbers as representing what was hi the air at the time of sampling. Sampling for
 chemical analysis requires stringent attention to filter media, sample handling, sample storage,
 and to the sampler used to obtain the filter deposits.  When chemical analysis is intended for
 source apportionment receptor modeling, sequential  sampling systems, denuders, dichotomous
 samplers, or saturation samplers may be needed.   When chemical analysis of PMIO samples is
 anticipated, the first consideration should be how the samples will be obtained.

        Ambient aerosol sampling is  performed for a variety of purposes, and PM10 mass
 determination for compliance with standards is only one of them.  A sampling system designed
 for one purpose does not necessarily meet the needs for other or additional purposes   The
 standard sampling methods applied to PM10 for mass determination need to be enhanced when
 chemical analyses are desired. This section describes the sampling options which are available
 to  meet different requirements and  the enhancements which  are  needed when chemical
 characterization of the samples is intended. Mass, elements, carbon, and soluble ions are the most
 commonly measured constituents of PM10.

       To  determine compliance, a reference or equivalent PM10 sampling method must be
 applied. The requirements for reference or equivalence status are outlined in the Federal Register
 (1987d), and Table 2-1 lists the  reference  and equivalent methods which have been approved to
 date.

       Watson and Chow (1993) observed that commercial systems are not entirely adequate for
 many sampling programs, though well-tested and commercially-available size-selective  inlets
 sampling manifolds, filter holders, flow controllers, and pumps can often be assembled into cost-
 effective and reliable systems which are tailored to specific measurement objectives.   Several
 of these systems, with references describing them and the projects in which they were applied
 are identified in Table 2-2. These samplers have been designed specifically to acquire deposits
 on filters which can be submitted to chemical analyses.  They are sometimes operated alongside
 reference or equivalent samplers to gain a better understanding of the causes of elevated PM
 concentrations. All of these samplers consist of sampling inlets, sampling surfaces, filter holder?
 and flow movers.                                                                      '
2.1    Sampling Inlets

      .Sampling inlets are intended to remove particles which exceed a specified aerodynamic
particle diameter.  Hering (1989) identifies a comprehensive list of commercially-available size-

                                         2-1

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 selective inlets and provides photographs of several of them.  These inlets are characterized by
 sampling effectiveness curves which show the fraction of spherical particles of unit density
 penetrating through the inlet to the filter surface (Watson et al, 1983; Wedding and Carney,
 1983). Figure 2-1 shows an example of these curves.  These curves are measured by presenting
 known concentrations  of particles of selected aerodynamic  diameters to the  inlet, often at
 different wind velocities in a wind tunnel (Federal Register, 1987d), and measuring the fraction
 of particles which are transmitted through the inlet. This sampling effectiveness is characterized
 by a 50% cut-point (d^), the diameter at which half of the particles hi the ambient air pass
 through the inlet, and a slope (or geometric standard deviation), which is the square root of the
 ratio of the  diameter of particles excluded by the inlet with an 84%  efficiency (dg4) to the
 diameter of particles removed with a 16% efficiency  (d16). A slope of unity indicates a step-
 function, while a slope which exceeds two does not provide a definitive size-cut.  Slopes of 1.3
 to 1.5 are considered to provide well-defined particle size fractions.

       Acceptable size-selective inlets must possess particle transmission characteristics which
 are independent of wind speed and wind direction. The sampling efficiency of the rectangular
 peaked-roof inlet of the high-volume (HIVOL) sampler for total suspended particulate matter
 (TSP, particles with nominal aerodynamic diameters of 30 to 40 urn) was found to have a large
 variability hi sampling effectiveness in response to these environmental variables (Wedding et
 al., 1977; McFarland et al., 1980).  Table  2-3 lists the size-selective inlets which have undergone
 wind-tunnel testing with the reference or equivalent sampling systems to which they are attached.

       The 50% cut-point varies with flow rate through the inlet. These flow rates  fall into
 ranges appropriate for high-volume (-1000 tfmin) sampling (Wedding et al., 1977; McFarland et
 al., 1980; Wedding and Weigand, 1985), medium-volume (-100 fi/min) sampling (Olin and Bonn,
 1983; Wedding et al., 1983), and low-volume (-10 to 20 fi/min) sampling (McFarland et al  1978-
 John and Reischl, 1980; John et al.,  1983a, 1983b). The medium- and high-volume inlets  are
 especially useful when samples are taken in parallel on several substrates, since flow rates can
 be kept high enough to obtain an adequate deposit for analysis.  Several inlets can be placed in
 a series, hi the  form of a "cascade impactor," to obtain more detailed size distributions of
 chemical concentrations (Berner et al., 1979; Hering et al., 1979a, 1979b; Marple et al  1981-
 Raabe et al.,  1988).

       Ambient sampling inlets operate on the principles  of direct impaction, virtual impaction
 cyclonic flow, selective filtration, and elutriation.  The direct impaction systems consist of a set
 of circular jets positioned above an impaction plate. The impactor dimensions are selected to
 allow the particles which exceed the desired cut-point to strike the plate, and those which are less
 than the cut-point to follow the airstream which passes the plate. John and Wang (1991) proved
that re-entrainment  and disaggregation  of particles occurs on the impaction surface of high-
volume impactor inlets, and these surfaces are often oiled or greased to assure specified sampling
effectiveness.  Woods et al. (1986) conducted extensive wind tunnel tests on clean and dirty
greased and ungreased high-volume PM10 inlets which showed a positive shift in d™ for the
impactors and a  negative shift for  cyclones. These results imply that frequent inlet cleaning
                                          2-9

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 and re-greasing are essential to maintaining well-defined size fractions using the high volume
 inlets.  Re-entrainment of dust particles from the inlet into the air stream will positively bias the
 results of mass and chemical analyses on the sampled filters.  The Sierra-Andersen SA-1200 inlet
 has a hinged lid which allows easy access for cleaning and greasing.  The SA-246 inlet can be
 unscrewed for access to the impaction plate.   The SA-254 inlet requires the removal and
 replacement of a dozen small screws for cleaning and is not as convenient to clean as the other
 inlets.  The non-reference impactor inlet used on portable survey samplers can be easily removed
 for cleaning between each sample. This is absolutely necessary for this unit because the area of
 the impaction plate is too small to accommodate a large buildup of removed particles.

        The virtual impactor operates on a similar principle, with the exception that the impaction
 surface is replaced by an opening which directs the larger particles to another sampling substrate.
 This principle js used effectively in the Sierra-Andersen dichotomous sampler, described below,
 to  separate particles into PMZ5 and coarse particle (PM10 minus PM25) size fractions.

        Cyclonic flow inlets use an impeller to impart a circular motion to air entering the inlet.
 This air enters a cylindrical tube oriented perpendicular to the impellers and the centripetal force
 on the  particles in the airstream moves them toward the walls of this tube.  Those particles
 reaching the tube wall adhere to it, often with the help of an oil or grease coating.  The Wedding
 cyclonic flow inlets have an oiled  inner surface and a  collection area at the bottom of the
 cyclone. Heavy particles which do not adhere to the cyclone wall settle into this collection area.
 The Wedding IP10 inlet has  an access port through which a cleaning brush may be inserted.

       Selective  filtration takes  advantage of the uniform  pore size  and known sampling
 effectiveness of etched polycarbonate filters manufactured by Nuclepore Corporation.  Eight
 micrometer pore size filters  collect particles by interception and impaction in the vicinity of the
 pores to provide 50% cut-points for particles between 2 and 3  um at flow rates of-10 0/min.  A
 -0.4 um pore size filter is  place behind the 8 um filter to collect the transmitted particles. Cahill
 et al. (1990) observed re-entrainment of large,  dry particles from the front filter and developed
 a greasing method to reduce this artifact. The sampling effectiveness curve for this sampler has
 a broad slope (Buzzard and Bell, 1980),  and the method does not  provide as distinctive a
 separation between PM2.S and larger particle size ranges as the direct impaction, virtual impaction,
 or cyclonic inlets.  No selective filtration inlets have achieved reference method status.

       Elutriator inlets draw air into a stilled-air chamber surrounding an open duct which leads
 to the filter. When the upward velocity due to flow through the inlet exceeds the particle settling
 velocity, that particle  penetrates  the inlet.  When  the settling  velocity exceeds the upward
 velocity, the  particle is not transmitted. This type of inlet was originally mated  to the virtual
 impactor dichotomous sampler to provide a 15 um cut-point. Wind tunnel tests (Wedding et al.,
 1980) found the cut-point to be highly dependent on wind speed, and this inlet was  later replaced
by the SA-246 PMIO direct impaction inlet.  None of the elutriator inlets have reference method
 status.
                                          2-15

-------
  2.2    Sampling Surfaces

         In some cases, it is desirable to measure the gaseous precursors of secondary aerosols
  such as ammonium nitrate and ammonium sulfate.  This is necessary when sampling is done for
  input to equilibrium receptor models to determine whether gaseous ammonia or nitric acid limits
  the formation of ammonium nitrate in the atmosphere (Watson et al, 1994a).  Most samplers are
  manufactured from aluminum (which later oxidizes), plastic (polycarbonate or polyvinylchloride),
  galvanized steel or  stainless steel.  These sampling surfaces  adsorb or react with gases and
  particles, thereby preventing then- collection on sampling substrates (Hering et al, 1988; John
  et al., 1986).  This is especially the case for nitric acid vapor which sticks to nearly everything.
  Removal of nitric acid in an inlet or sampling duct can change the gas/particle equilibrium of
  particulate ammonium nitrate, causing this substance to dissociate into ammonia and nitric acid
  gases, thereby biasing measurement results.  This is also true for some volatile organic species.

         In the case of denuder-type sampling systems for nitric acid (Stevens et al., 1990) and
  organics (Eatough et al, 1990; Fitz et al, 1989), a surface which does adsorb gases but allows
  particles to pass is desired. Denuders are constructed with dimensions such that over 90% of
•  selected gaseous concentrations will diffuse to the sampler surface while less than 10% of the
  particles will deposit on the surface.  Examples of denuder systems are presented in Figure 2-2.
  The surface can be coated with an absorbent, which is then extracted and analyzed for the desired
  gaseous species.  In  the case of all other sampling components, an inert surface which does not
  act as a sink  for atmospheric constituents is desired.

        John et al (1986) have tested different materials with respect to their affinity-for nitric
  acid.  These  studies  indicate that surfaces coated with perfluoroalkoxy (PFA) Teflon can pass
 nitric acid with 80% to 100% efficiency.  John et al (1986) also observed that the aluminum
 surfaces common to many samplers  and inlets have an almost infinite capacity for adsorbing
 nitric acid vapor while transmitting particles with high efficiency.  Prior to use in sampling,  PFA
 Teflon surfaces should be washed with a dilute  solution of nitric acid to season them. Little has
 been  published concerning the affinity  of other  gaseous components to sampler  surfaces.
 Additional tests need to be conducted for volatile organic particles, ammonia, sulfur dioxide, and
 other gases which are often acquired on impregnated substrates.

        Plastic surfaces can acquire an electrical charge which might attract suspended particles
 to them, though the dimensions of most ambient sampling systems are sufficiently large that this
 attraction is negligible (Rogers et al, 1989).
                                          2-16

-------
   HNO3> HCL, SO2
       MONO
                              PNEUMATIC FLOW
                                CONTROLLER
                           S NYLON FILTER

                           ^TEFLON FILTER
                          — DENUDER #2
                               CONNECTOR
                                Na2 C03 GLYCERINE
                                     COATING
                              DENUDER #1
                                                 •TOTAL FLOW
                                                  ADJUSTER
                                                  PUMP
                           TEFLON CYCLONE
                              15 liter/min
Figure 2-2.   Example of an ambient aerosol sampler with annular denuders (Stevens, 1986).
                                  2-17

-------
2.3    Filter Media

        The choice of filter media results from a compromise among the following filter
attributes:

       •  Mechanical Stability:  The filter must remain in one piece, lie flat hi the sampler
          filter holder, and provide a good seal with the sampling system to eliminate leaks.
          A brittle filter material may flake and negatively bias mass measurements.  If the
          filter is to be divided into more than one portion, the filter must allow precise and
          accurate sectioning.  Pure quartz-fiber filters are very brittle, and portions of their
          edges often become attached to the filter holder. Quartz-fiber filters must be handled
          carefully when mass measurements  are  desires.   Ringed  Teflon membranes are
       •   stretched between a ring, and these curl when they are cut hi half or when a punch
          is removed.   Ringed Teflon-membrane  filters  should not be  used when filter
          sectioning is required.

       •  Temperature Stability:   The filter  must retain its porosity  and structure  in the
          presence of temperatures typical of the  sampled airstream  and of  the  analysis
          methods. Plastic filters, for example, may melt hi the presence of hot exhaust from
          an industrial source.  Filters that melt during thermal carbon analysis can encapsulate
          the  deposit, making  it unavailable  for  combustion and  detection.   All  of the
          membrane filters have a plastic base,  and should not be used to sample ah- streams
          with temperatures exceeding ~50°C.  All but the pure quartz-fiber filters will melt
          when subjected to the temperatures commonly applied for thermal carbon analysis.

      •   Chemical Stability:  The filter should not interact chemically with the deposit, even
          when submitted to strong extraction solvents. It should not adsorb gases that are not
          intended to be measured. When gas collection is desired, the filter material should
          adsorb those gases at near 100% efficiency. Coutant (1977), Spicer and Schumacher
          (1977), and Meserole etal (1976; 1979) tested a variety of filter materials for these
          species  and found substantial adsorption for all of these species on glass- fiber filters,
          with a minor adsorption of nitric acid on quartz-fiber filters. Eatough et al.  (1990)
          and McDow and Huntzicker (1990) demonstrate evidence of organic vapor adsorption
          on quartz-fiber filters.  Demuynck (1975) and Charell and Hawley (1981) show the
          large effect on mass of water vapor adsorption on cellulose- fiber filters.

      •   Particle Sampling Efficiency:  The filter must collect most of the particles hi the air
          being drawn through it, regardless of particle size or flow rate. Some loosely-woven
          fiber filters or membrane filters  with large  pores  allow an excessive fraction of
          particles to pass through the filter with the air stream. Lippmann (1989) and Lee and
          Ramamurthi (1993) tabulate the sampling efficiencies for several  filter media with
          different pore sizes and flow rates.  Most filter materials allow less than 1% of the
          submitted particles to be transmitted, regardless of particle size.  The exceptions are
          cellulose-fiber filters  and etched polycarbonate-membrane filters,  which  have
                                        2-18

-------
            efficiencies lower then 50% for some porosities, pore sizes, and particle sizes.  Lower
            porosities and pore sizes generally result in higher sampling efficiencies.  These
            characteristics also  increase flow resistance, however.

        •   Flow Resistance and Loading Capacity:  Flow resistance refers to the amount of
            pressure drop across a filter required for a given flow rate. The larger the pressure
            difference required  for a constant flow rate, the greater the flow resistance  As the
            filter acquires particles, its flow resistance increases because pores and fibers become
            clogged Lippmann (1989) and Lee and Ramamurthi (1993) tabulate these resistances
            for several different filter types.  Membrane filters have higher flow resistances and
            lower loading capacities than fiber filters. Lower resistances and higher capacities can
            be attained by increasing the filter size, increasing the porosity or pore size, increasing
            the number of pores (in a membrane filter),  and decreasing the filter thickness.
            Decreased flow  resistance is often gained at  the expense of decreased  samplm*
           efficiency.                                                               ^   °

        •   Blank Concentrations:  The filter material should not contain significant and highly
           variable concentrations of the chemicals which are being sought by analysis  Each
           batch of the unexposed filters should be examined for blank concentration levels prior
           to field sampling.  Blank levels will be measured  as  if they  were  part of the
           particulate deposit.
                                                                                   •
        •   Cost and Availability:  Lee and Ramamurthi (1993) provide cost comparisons for
           different filter material, but these vary substantially with the filter size,  the quantity
           purchased, and the current competition. Ringed Teflon-membrane filters are typically
           the most costly (~$4.50 for each 47 mm diameter filter), with cellulose-fiber and glass-
           fiber filters (~$0.25  for each 47 mm diameter filter) being the least expensive.  The
           cost of the filter is  a small fraction of the cost of sampling and  analysis,  and the
           validity  of the measurement  should not be compromised because one  filter  is
            cheaper" than another.  Filters are not always kept in stock, and even when they are
           toe lead times for acceptance testing and preparation can require one month or more'
           Filters should  be procured well in advance of a monitoring program and in sufficient
           quantity  to last the duration of the study.

       U'S«?PA filtCr re(luiremfts for PMio sampling specify 0.3 urn dioctyl phthalate (DOP)
 nh7rn^ m Te^ f "%' W6ight 10SS6S  °r ^ due to mechanical or chemica
mstabihty of less than a 5 ug/m3 equivalent, and alkalinity of less than 25 microequivalents/om
to minimize absorption of sulfur dioxide and nitrogen oxides (Federal Register, 1987b) These
are only the minimal requirements for samples which require chemical analyses   The most
conunonly used filter media for  atmospheric particle and gas sampling are celluLelfiberTghss
fiber, Teflon-coated glass-fiber, Teflon-membrane, etched polycarbonate-membrane, quarter

          r  ^,  °n!,0ltheSe1materialS iS PerfeCt f°r a11 ^°ses' Table 2-4 summarizes
        filter substrates and their relevant physical and chemical characteristics
                                         2-19

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        Cellulose-fiber filters  consist of a tightly-woven  paper mat.   These  filters meet
  requirements inmost  categories  with the exception of sampling efficiency and  water vapor
  artifacts.  Sampling efficiencies below 50% in the sub-micrometer region have been observed
  but these are highly dependent on the filter weave.  These efficiencies are generally lower thai!
  Jose required for reference sampling. Cellulose-fiber is hygroscopic and requires precise relative
  humidity control in the filter processing environment to obtain accurate mass measurements This
  substrate has low elemental blanks and is commonly used for elemental and ionic analyses of the
  deposit, but it is not suitable for carbon analysis.  Cellulose-fiber filters can be impregnated with
  gas-adsorbing compounds and located behind more efficient particle-collecting filters   This
  allows gases such as sulfur  dioxide, nitrogen  dioxide,  and ammonia to be measured with
  suspended  particles.   The most  commonly used cellulose-fiber filters are Whatman 41 and
  Whatman 3 1ET.

        Glass-fiber filters consist of a tightly-woven mat of borosilicate glass  filaments  These
  falters meet requirements in most categories  with the exception of artifact formation and blank
 levels.  Sampling efficiency is very high for all particle sizes. The high alkalinity  of these
 substrates causes sulfur dioxide, nitrogen oxides, and gaseous nitric acid to be adsorbed (Coutant
  1977; Spicer and Schumacher, 1977), and they do not attain the reference method requirements'
 i ^ ^ ,       leVdS f°r  m°St dements °f ***** m togh  and variable (Witz  * „/
 1983). Particulate nitrate and ammonium losses have been observed when these samples are
 stored at room temperature for long periods, but this is also true of deposits on other  filter  media
 .(Witz et al., 1990).   Glassrfiber  filters adsorb organic carbon  vapors  which  are measured as
 Peculate i carbon during analysis. The most commonly used glass-fiber filters are Gelman Type
 A/E and Whatman EP2000.

 «.    Tefl^-coated glass-fiber filters impregnate a Teflon slurry onto a loosely-woven  glass-
 fiber mat   These filters meet requirements in all categories except blank element  and carbon
 levels. Though a small nitric acid artifact has  been observed (Mueller et al., 1983) it is tolerable
 in most situations. These filters are excellent  for ion analyses but not for carbon analyses owing
 TX*OHI20 aC°a      ^ ^ COmmOnly USed Tefloir-c<*ted glass-fiber filters are  Pallflex
       Teflon-membrane filters consist of a porous Teflon sheet which is either stretched across
a plastic ring or supported by a loosely-woven Teflon mat.  These filters meet requirements in
all categories except flow resistance and carbon blank levels.  Because of their low porosity  it
is not usually possible to attain the flow rates needed by the size-selective inlets in high-volume
sampling, though it is possible to obtain flow rates required for low-volume and medium-volume
JhTfiit,    t   f!^ ^/ma!vzed for carbon by thermal-methods because of its presence in
fee filter material, though they have very low blank levels for ions and elements. Most non-
destructive  multi-elemental analysis methods use Teflon-membrane filters.  The deposit of
pjrtides on the filter surface makes these substrates especially amenable to  x-ray fluorescence
CXRF) and  proton induced x-ray emission (PIXE) analyses.  Gelman 1.0, 2.0, and 3.0 urn pore
size Teflon-membrane filters, which are made of polytetrafluoroethylene (PTFE) Teflon stretched
across a.polymethylpentane ring, are the most commonly used Teflon-membrane filters.  Gelman
                                         2-23

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  Zefluor filters consist of PIPE Teflon mounted on a woven PTFE mat.  The Zefluor filters are
.  less desirable because their larger mass density decreases XKF and PIXE sensitivity, and because
  the similar appearance of both sides often results in them being mounted upside down with the
  particles drawn through the mat  rather than onto the surface of the membrane.

        Etched polycarbonate-membrane filters  are constructed from a thin polycarbonate sheet
  through which pores of uniform diameter have been produced by radioactive particle penetration
  and chemical etching.  These filters have low sampling efficiencies (<80%), even for small pore
  sizes (Liu and Lee, 1976; Buzzard and Bell, 1980). This low efficiency is used as an advantage
  when making size-specific measurements.  Polycarbonate-membrane filters have low elemental
  blank levels, except for bromine, and are appropriate for elemental and ion analysis. They are
  the best filter media for single particle analysis  by electron microscopy,  but they cannot be
  submitted to thermal carbon analysis owing to their composition. The filters  hold an electrostatic
  charge which influences mass measurements unless substantial effort is invested in discharging
  them with a small radioactive source (Engelbrecht et al, 1980).  Electrostatic discharging is good
 practice for all filter media, even though others do not retain as much charge as the Nuclepore
 membranes. The Nuclepore 8.0  urn and 0.4 urn  filters  are  most commonly used  in ambient
 aerosol sampling. While the 0.2 urn pore size filter provides a higher sampling effectiveness, its
 Higher flow resistance requires excessive vacuum for a reasonable flow rate.

       Quartz-fiber filters consist of a tightly-woven mat of quartz filaments. These filters meet
 requirements inmost categories and have artifact properties which are significantly lower than
 those for glass-fiber filters, though quartz substrates adsorb hydrocarbon gases during sampling
 (Eatough et al, 1990; McDow and Huntzicker, 1990). They should be baked at ~900°C prior to
 sampling to remove adsorbed organic vapors. •  Blank levels  are high and variable for several
 elements (especially aluminum and silicon), though newer formulations are  cleaner than earlier
nf^f0^'  ^^.^^y^edfor ion and carbon analyses. The greatest drawback
of quartz-fiber filters i is their fragility; they require extremely careful handling for accurate mass
measurements. The Whatinan QM/A quartz-fiber filter contains a 5% boroskate glass binder
which minimizes its friability while still attaining the reference method alkalinity standard This
filter is often used in high-volume PM10 samplers for mass measurements.  Quartz-fiber filters
S?« 1°.  I    K    SUlfkt! f d1nitrate ™^™>  carbon "ndyata, and limited elemental analysis
when lots have been tested for background contaminants  prior to sampling.  The manufacturer
does not test these for Unk -levels, and many manufacturers contain LeJ£Zu£^
the matenals being sought for analysis.  The Pallflex 2500 QAT-UP filter  is jpure quartz and
undergoes a distilled water washing (thus the "UP", or "ultra-pure" designation).  These filters
have low blank levels, but they are very brittle and flakes are often removed from them when
they are placed in a sampler filter holder. This- flaking makes these filters unsuitable for mass
analysis unless especially gentle handling is implemented to minimize flaking.

       Nylon-membrane filters  consist of thin sheets of porous nylon.  They are used almost

S   Ss? Its C±Cti°t °f ^ ^ tSn SeC°nd^ PartiC"6S « ^"nenSo3
2hSj5T?-ff             originally manufactured for this  purpose, however, and  there is a
substantial difference among the  properties of filters from different manufacturers.  Nylon!
                                         2-24

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  membrane filters have high flow resistance, which increases rapidly with filter loading  These
  filters passively adsorb nitric acid, and their blank nitrate levels can be high, depending on how
  long they have been exposed to an acid-rich environment They should be washed in a sodium
  bi-carbonate solution followed by distilled deionized water (Chow et al., 1990a-  1993a- Watson
  et al., 1990b, 1991d) prior to use in the field. Nylon-membrane filters may also adsorb small
  quantities of sulfur dioxide  (Japar and Brachaczek, 1984) which may interfere with sulfate
  measurements. Schleicher and Schuell Grade 66 and Gelrrian Nylasorb are the nylon-membrane
  filters most commonly used for ambient air sampling.

        As noted above, blank levels must be low when filters are  to be submitted to chemical
  analysis.  Even batches of ultra-pure filters have been found to be  contaminated  and a sample
  from each batch of filters (1 out  of 50 to 100  filters)  should be submitted to the intended
  chemical analyses prior to use in a field study.  Though not reported in the literature, recent
  studies have found elevated  levels  of lead, calcium, and nitrate in batches of blank teflon-
  membrane filters.   Filters may also become contaminated in the field or during handling by
  passive deposition before and after sampling starts. Dynamic field blanks can be placed in the
  field under situations similar to that of the sampled filter. These are then analyzed so average
  blank levels can be subtracted from the chemical measurement.
 2.4    Filter Holders

        Filter are protected from contamination prior to, during, and after sampling by placing the
 filter in a filter holder.  These holders must:  1) mate to-the sampler and to the flow system
 without leaks; 2) be composed of inert materials which do not adsorb acidic gases- 3) allow a
 uniformly distributed deposit to be collected;  4) have a low pressure drop across the empty
 holder; 5) accommodate the sizes of commonly available air sampling filters (e.g. 37 or 47 mm)-
 and 6) be durable and reasonably priced.

       Most  filter holders are configured as in-line  or open-faced.  In-line holders often
 concentrate the particles  in the center of the substrate, and this will bias the results if analyses
 are performed on portions of the filter., Tombach et al. (1987) and Fujita  and Collins (1989)
 show differences as high as  600% between chemical measurements in the middle and at the
 edges of filters sampled with  in-line filter holders. Open-faced filter holders are a better choice
 for ambient aerosol sampling  systems. All PM10 reference samples use open-face filter holders
 iSSbTfi i   ?J !h°WS^e
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  inlet   Tliis cartridge is optional for mass measurements, where the filter is often changed with
  bare hands in the field.  This cartridge is essential when samples are to be submitted to chemical
  analyses to prevent contamination by body oils and dirt  The cartridge should be loaded and
  unloaded in a clean indoor work area using gloved hands.

         The Gehnan stainless steel filter holder accommodates 28 and 47 mm filters and though
  it has an open-faced adapter, it is sometimes used with an in-line coupler. As noted above this
  in4uie holder results in a spot in the center of the filter. Since these filter holders are expensive,
  they are often loaded and unloaded in the field which increases the potential for contamination.

        The Nuclepore polycarbonate plastic filter holders accommodate 25, 37, and 47  mm
  diameter filters.  Since the cost of these filter holders is modest it is feasible to have a sufficient
  number of them such that filters can be loaded in the laboratory for transport to the field These
  holders can be modifiecTby widening the outlet hole to reduce flow resistance, using multiple
  extender sections for filter  stacking,  and replacing the rubber O-ring with a Viton O ring to
  minimize carbon adsorption from the  rubber.
        The Savfflex PFA Teflon 47 mm filter holder is made of injection molded PFA Teflon
 which was previously noted as having the least inclination to adsorb nitric acid  These fi£
             a        eXtende" SeCti°n (Call6d a ~P**0 w*ch can be mated to a sampler
                         a retamer ^  SeVeral ^ and ** ™ZS can be stacked within the
       „ « ffi          «   * ?• ^ C°St °f ttoe filter holder combinations is low enough to
 allow a sufficient quantity to be purchased for laboratory loading.
37
                          P°Iyeth^ene f lter holders « *»»&** rings which accommodate
                          y ™      exclusively "** ^ Sierra-Andersen 240 series of virtual
       P          ,      "" mexPensive "d can be loaded in the laboratory and placed in
 plastic Petn dishes for shipment to field sites.                                   pwteu m
       Flow Measurement and Control
           accur^measure of fl»"«fr Posing through each filter is needed to obtain accurate
         concentration measurements for PM10.  Though a filter may be very good for chem S
analysis, it may provide too much flow resistance to allow a sampler to operate properly
               **? 214° r Teflon-memb^ fibers are available L ^Wg
      c      "tT^:      y PrOVlde SUCh a ^ PreSSUie ^ *at no more than 20
      can pass trough them using the standard high-volume blower motor. This low flow
the cut-point of the inlet such that the sample taken is no longer representative f of PM*
                                                                             a
p  i,       * I?*88? thr°Ugh ^ samPling substrates by means of a vacuum created
Rubow and Furtado (1989) describe commercially available air pumps,
operating principles. Rogers et al (1989) have found that a 3/4
                                        2-26

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 is sufficient to draw in excess of 120 fi/min through a 47 mm Teflon-membrane filter  Smaller
 ug/m pumps can be used for lower flow rates and filter media with lower resistances.

        Regardless of the.pump used, the quantity of air per unit time must be precisely measured
 and ^controlled to determine particle concentrations and to maintain the size-selective properties
 of the sampling inlet.  Four general methods are used in particle sampling systems:  1) manual
 volumetric;  2)  automatic mass; 3) differential pressure volumetric; and 4)  critical  orifice
 volumetric flow controls.

        Manual control is accomplished when the operator initializes a setting, such as a valve
 adjustment, and then relies on the known and constant functioning of sampler components such
 as pumps and tubing, to maintain flows within specifications. Flow rates which are set manually
 change over a sampling period as the collection substrate" loads up and presents a higher flow
 resistance.  For most filter loadings (<200 ug/m3), the flow will not change by more than 10%
 during  sampling, and the average of flow rates taken before and  after  sampling  provides an
 accurate estimate of the actual flow.                                         *  PIWVHK* dn

       Automatic mass flow controllers  use thermal anemometers to measure the heat transfer
 between two points in the gas stream.  To a first approximation, the heat transfer is proportional
 to the flux of gas molecules between the two points, and hence the mass flow controller is able
 to sense the flux of mass. Mass flow controllers require compensating circuitry to avoid errors
 due to absolute temperature variations of the gas itself as well as the controller sensing probe
 Wedding (1985) estimates potential differences in excess of 10% between mass and volumetric
 measurements of the same flow rates, depending on temperature and pressure variations.

       Differential pressure volumetric flow control maintains constant pressure across an orifice
 (usually a valve which can be adjusted for a-specified flow rate) by a diaphragm-controlled valve
 ocated between the filter and the orifice  (Chow «r a/., 1993a). The diaphragm is controlled by
 tiie pressure between the orifice and the pump.  When this pressure. increases (as it does when
 filters load up), the diaphragm opens the  valve and allows more air to pass.
Wh™ t                       °f E SmaU CilCular °penmS between «« filter ^d *e pump.
When the pressure at the minimum flow area downstream of the orifice is less than 53% of the

SSJT P?SSUre' ^ /ir VdOCity ^^ *" Speed °f SOUnd and  * wil1 remain constant,
regardless of increased flow resistance. Critical orifices provide very stable flow rates  but they
require large pumps and low flow rates (typically less than 20 fi/min with commonly 'available
HS h TV  ,  ^h PLessure di^rences.   Wedding et al. (1987) have developed a
 critical throat which uses a  difruser arrangement to allow recovery of over 90% of the energy

*™^T?y^ed% baCk PreSSUre behlnd a crftad °rifi- ™- des         "
flow rates to be obtained with a given pump than does a simple critical orifice
                                        2-27

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  2.6   PM10 Sampling Systems for Chemical Analysis

        Tables 2-1 and 2-2 identify several reference and non-reference sampling systems which
  can be applied to PM10 sampling intended for chemical analysis.  Rubow and Furtado (1989)
  Perry  (1989), and Bering  (1989) also describe commercially-available systems for ambient
  aerosol sampling.   The most widely used  of these  are  the  high-volume PM10 samplers
  manufactured by Graseby-Andersen (formerly Sierra-Andersen) and Wedding & Associates that
  are designated reference methods for .the PM10 NAAQS.  These samplers use a low-pressure
  blower to draw air through 20.32 cm x 25.40 cm fiber filters.  The peaked roof dust cover which
  wa^ formerly used to measure TSP is replaced with one of the high volume inlets specified in
  Table 2-3. Procedures for these samplers are well established (e.g., Watson et al  1989a) and
  mass concentration from high-volume sampling with PM10 inlets at over 2,000 sites within the
  U.S. is the most commonly available measurement. As noted above, frequent inlet cleaning is
  necessary for accurate  size sampling by these units, and filters must be carefully handled if
  chemical analysis is anticipated.  Whatman QM/A quartz-fiber filters which have been submitted
  to acceptance testing can be used in these samplers for most chemical analyses. The materials
  m these filters contain large amounts of sodium, aluminum, and silicon, so these species cannot
 be measured with this system. The thickness of the quartz-fiber filter also raises the background
 in x-ray fluorescence analysis, thereby decreasing the sensitivity of these analyses.  Several
 elements which might be helpful in identifying sources are often below detection limits on these
 filters,  while they can be measured with high sensitivity from a Teflon-membrane filter  High-
 volume PM10 samplers are commercially available in a number of configurations from Graseby-
 Andersen  and Wedding & Associates.

        The Graseby-Andersen low-volume dichotomous sampler is also commercially available
           f6^ ence/amPIer' ™* ** "nit is often used with appropriate  filter media when
        ft '°™  and,Carb°n ^f68 m desked-  ™s ^ampler uses a virtual impactor to
 separate the PM^ and coarse particle size fractions.  Flow rates are controlled by a differential
 pressure regulator. Ten percent of the PM2.5 particles are sampled on the coarse particle filters

 ^1™ t T rS^ ^^ ^r and Ryan' 1983) t0 *° coarse P^16 measurements to
 compensate for the difference John et al. (1988) describe how dichotomous samplers can be

 SS^I? ?    ,    Sampl?lg-  ^ Met and Virtual ****»• should be ^assembled  and
 toougbly cleaned on a regular schedule.  The virtual impactor can be assembled in a reverse
 orientation, with the impactor jet over the PU^ filter rather than over the coarse particle filter
 and care must be taken to  correctly re-assemble this unit.  When two or  more dichotomous

 iSe r nurX00?^ **£* filtef materiaIS Can bC n"d fa each  «*  to accornm0orte J
 larger number of analyses.  These  samplers have been applied to  PM10 source apportionment
                                                                                   "
            r           ,   oo
         TX (Stevens et al, 1979); St Louis, MO and Elkaman, TN (Dzubay, 1980); Charleston

                              enVer' C° (Helsler Stal> 1980a' 1980b>' Buffalo,NY, E %£
                        (Ch°W et al" 1981; Watson et < 1981a); East Halena MT (Houck
 ho      A              CBkwdC 3t *• 1982b); She^oah Valley VA (SteveL ef J. ^984)
Phoenix, AZ (Chow et al., 1991a); Tucson, AZ (Chow et al., 1991b; 1992a)- Tacoma WA
(Conner and Stevens, 1991); and Southern Ontario, Canada (Conner et al., 1993?' Ma^
                                        2-28

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 are  operated  with Teflon-membrane  filters  for  mass  and elemental  analysis to  assess
 concentrations of toxic metals near major industries and remediation sites.

        The sequential filter sampler (SFS) equipped with the SA-254 inlet became a reference
 method under application from the State of Oregon. The SFS was originally designed in the late
 1970s for use in the SUlfate Regional Experiment (SURE, Mueller et al., 1983) and the Portland
 Aerosol Characterization Study (PACS, Watson, 1979) and has been applied in over a  dozen
 subsequent studies related to PM10 and visibility impairment The SFS consists of an aluminum
 plenum to which the PM10 inlet is attached.  Up to 12 sampling ports within the plenum are
 controlled by solenoid valves which divert flow from one channel to the next by means of a
 programmable timer.  These ports accept filters which have been pre-loaded into  open-faced
 47 mm Nuclepore filter holders.  The sample flow can be divided for simultaneous collection on
 two or more filter media.  A differential pressure volumetric  flow controller splits the flow
 between filters and maintains a constant flow rate despite filter loading.  The State of Oregon
 sought and obtained reference status for the SFS  because it desired  two filter media  taken
 simultaneously for different-chemical analysis  and because it needed to take multiple sequential
 samples without having to send  someone to the site for  frequent sample changing (Federal
 Register,  1987i). The SFS  is especially useful when less than 24-hour average samples  are
 sought.   These samples are useful for distinguishing between sources with' similar chemical
 profiles.  For example, chemical profiles for residential wood combustion and for agricultural
 burning may be chemical indistinguishable, but agricultural burning contributions occur during
 daylight hours while the majority of residential wood combustion contributions occur at night
 Four-  to six-hour average sampling intervals can be  applied  using the  SFS to provide this
 differentiation.  The SFS has been applied to PM10 source apportionment studies which required
 chemical analysis in Portland, OR (Cooper and Watson, 1979; Cooper et al  1979-  Watson
 1979)  Medford, OR (DeCesar and Cooper, 1982a; 1982b),  San Jose, CA (Chow et al.  1994a)
 Santo Barbara County, CA (Countess, 1991), Reno, NV (Chow et  al.,  1988d;  Watson et al
 1988a)f Phoenix AZ (Chow et al,  1991a), Tucson, AZ (Chow et al.,  1991b; 1992a), and Denver!
 CO (Heisler et al, 1980a, 1988b; Watson et al.,  1988b, 1988c,  1988d).

       Two types of continuous monitors have achieved equivalence for PM10 monitoring with
 hourly averages, the Tapered Element Oscillating Microbalance  (TEOM) and  the  Beta
 Attenuation Monitor (BAM).  These monitors have potential for providing samples which can
 be chemically analyzed.

       The TEOM (Patoshnick and Rupprecht, 1991;  Rupprecht and Patashnick, 1992) uses a
 hollow tapered  tube. The wider end of the tube is fixed, while the narrow end oscillates  in
 response to an applied electric field. Air is drawn through  an inlet,  then through the filter and
 me tapered tube and past a flow  controller to the pump.   The frequency of oscillation is a
 function of the restoring force constant of the tapered element, the mass of the tapered element
the mass of the filter, and the mass of the aerosol particle deposit on the filter. The filter loading
efrm?nta ^ C^ge Which 1S ftect^d M-a chanSe * the frequency of oscillation of the tapered
element.  The filter is  only  about 0.5 cm in  diameter, and while it might be  submitted to
                                        2-29

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  chemical analysis, the deposit on it is small and the analytical sensitivity would be low  The
  filter is usually changed weekly, so analysis for a 24-hour period would not be possible.

        The TEOM draws air through this filter at a flow rate of 3 fl/min. This flow is extracted
  from a total flow of 16.7 tfmin which is drawn through the SA-246 PM10 inlet.  The make-up
  air flow of 13.7 «/min can be diverted through one or more larger filters which can  then be
  submitted to chemical analysis after sampling.  A sequential sampling feature, similar to that of
  the SFS, could be added to allow sequential 24-hour filter samples, or every sixth day samples
  to be taken between maintenance visits."
    t        T??M tapered element and sensinS head a16 thermostatted at user-programmable
 values. The default value for these settings is 50'C, and this may cause mass measurements to
 be lower than those measured with other reference samplers when PM10 contains volatile species
   u  f ^°mUm mtrate Jaid"certain organic carbon compounds. There is no inherent reason
 why the TEOM cannot be thermostatted at an ambient temperature value, but temperatures which
 change too rapully set up gradients in the tapered element, in turn  changing its resonant
 frequency.

        Several Beta Attenuation Monitors have attained equivalence status for PM10 monitoring
 as shown in Table 2-1. The attenuation of beta rays (moderately high energy elections) emitted
 by a radioactive source when they pass through an aerosol filter deposit indicates the mass of that
 filter deposit (e.g., Lilhenfeld and Dulchinos,  1972; Husar, 1974; Lillienfeld 1975- Macias and
 Husar, 1976; Lillienfeld, 1979). The equivalent PM10 systems consist of . fiSt^tSfS
 first drawn across the path between the beta emitter and a detector to measure blank attenuation
 fcen across a sampling area in which ambient air is deposited on the tape, and finally across the
 detection path  to measure the combined attenuation of the filter and the deposit.  The  beta
 attenuation is caused by the inelastic collision of the incident electrons with the orbital electrons
                      PleS ?r/neTS 16SS ^ l MeV' ^ filter SP°ts m approximately five
                      ''.    depending on the filter media used,  these might be submitted to
                      ^?un0t ^ been attemPted> however> and development is required before
 these filter deposits should be considered for chemical characterization.
    lv       referfnce samplers cannot be adapted to every application which requires chemical
    lysis of aerosol samples  This is especially the case for source apportionment studies in areas
which have many fugitive ^dust sources and in areas with large contributions from secondary
aeroso formation  Non-reference portable PM10 survey samplers have been developed to allow
spatiaUy-dense PM  sampling networks to be deployed.  These battery-powered units  can™
              SSS8 ^     ^ T311!^ d° ^ require comP'icated sampler siting efforts
      th     't     £  Thcy Can *6 Placed m ^ aromd fc**™ dust missions sources to help
™    T  ******? c°ntnbutors to high PM10 caused by dust emissions.  The portable
survey samplers consist of a pump, timer, tubing and fittings, removable filter holder, flow meter
impactor inlet, and battery pack. All of these are packaged in a plastic cylindrica  encbsure
^^^heT T rd 18 fadtt' Iong- A C^ bale ^£^™o
be hung from a hook or hanging bracket.  The sampler weighs  about 15 pounds, most of which
                                         2-30

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  is due to the weight of the battery.  It can be located and removed from elevated locations with
  a grappling pole.

        Removable 47 mm diameter Nuclepore filter holders used on this sampler are similar to
  those used on the SFS.  These are loaded with Teflon-membrane filters in the laboratory for
  placement in the survey sampler.  Two removable battery packs accompany each sampler so that
  one may be charging while the other is sampling.  Every time a filter is changed, the spent
  battery is replaced with a recharged battery.  At least six hours are needed to assure that batteries
  are fully charged for the next sample.
             is collected through an impactor inlet which contains a small amount of vacuum
 grease on tiie impaction plate to trap the larger particles. .The 50% size-cut is preserved at 10
 urn when the sampler's nominal flow rate is 5 fi/min. At this flow rate, the pump can operate
 for over 24-hours with a fully-charged battery pack. Flow rates are determined with a calibrated
 orifice or reference rotameter and verified by an in-line rotameter.  An internal timer turns the
 sampler on and off at pre-set times.  Portable PM10 survey samplers have been used in recent
 PM10 studies where emissions inventories were questionable. These include studies in El Paso
 TX (Kemp  1990), Rubidoux, .CA (Zeldin, 1993),  Omaha, NB (Kelly,  1991),   Tacoma WA
 (Schweiss, 1991),  and Calexico, CA (Watson et al, 1991b).
 rsrAn              ****?* ^ Technology (CIT) and Southern California Air Quality Study
 (SCAQS) samplers are of similar design, though inlets and flow rates differ.  These samplers
 Sft, S^Ce aPPortionment d^ set* in California's  South Coast Air Basin (Solomon et al
 1989; Wolff* al., 1991; Chow et al, 1992b; Solomon et al, 1992; Chow et al  °994a  1994b'
 Watson et al  1994b)  and San Joaquin Valley (Chow et al, 1992C; 1993b)  whtch wS

 ±T Lm^  "? SUbnUtted t0  reCept°r m°deImS-   Both  samPlers ™*e intended to
 ™T<^ A™""    ?'    , SaSeCT ComP°nents of te aeroso1 on substrates for chemical analysis.
 The SCAQS sampler took samples of 4- to 6-hours duration in Los Angeles  and samples of 24-
 hours duration, with lower flow rates, in the San Joaquin Valley. These systems draw air through

                          m S6rieS USing °elman ^^ fllter h°lders' ** use critical orifi'e
       Aif °tetl a?°ve' ""I?1? denuder systems ^ designed for the measurement of acidic
      ^'?168^   T6 Tffk?W!0atod inlets' =»« Sow controllers, and in-line filter holders.
Nitnc acid, sulfur dioxide  and other gases are adsorbed on the inner surfaces of the denuder inlet
and are removed by washing with an extraction solution (Stevens et al, 1990).  These systems
are still undergoing. design changes. The system developed by Koutrakis et al. (1988) haTSn
applied in a nationwide network and has developed a degree  of standardization.  These systems
are useful when an examination of the chemistry of secondary particles and their precursors^
                                        2-31

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2.7    Summary of Potential Sampling Artifacts
              5 */- (1989b) and Countess et aL (1989) identify several sampling artifacts
including those discussed above, which can bias PM10 mass and chemical concentrations  These
must be evaluated at the time of sampling if the integrity of the data is to be preserved   The
potential artifacts and methods to avoid them are as follows:

       •  Passive Deposition of windblown dust on the filter prior to and following sampling
          can positively bias PM10 measurements.  For the peaked roof high-volume TSP
          samplers (Federal Register, 1982; 1983), Rogers and Watson (1984) observed biases
          of 10% to 15% for samples which were left in the sampler prior to and following the
          sixth-day sampling schedule. This bias can be  minimized by more frequent sample
          changing and by the use of a "Sample Saver" ,- a device which covers the filter inside
        .  the sampler until the pump blower starts.

      •   Re-entrainment of large particles collected in the size-selective inlets  can positively
          bias PM10 measurements.  As noted above, impaction inlets may become saturated
          Frequent cleaning and  greasing  of inlet impaction surfaces will  minimize re-
          entrainment biases to chemical concentrations.

      •   Recirculation of pump exhaust can positively bias PM10 measurements  Every  flow
         mover contains fragments of its brushes and armatures in the exhaust (Countess
          1974). Most high vacuum pumps have outlet filters which should be installed and
         changed at least quarterly.  New pumps  should be broken in for at least 48-hours
         prior to taking the first sample, and the break-in filter should be replaced  A piece
         of clothes-dryer duct can be attached to the  high-volume exhaust plenum to direct
         pump exhaust away from the sampler inlet.

      •  Volumetric Flow Rate errors may be caused by infrequent performance tests  and
         calibrations of flow controllers. This is especially true of mass flow controllers  for
         which the set-pomt is temperature dependent. Wedding  (1985) observed that flow
         rate biases of 10% to 20% will occur when flow  rate measurements are taken durine
         fce winter using a calibration representative of summertime temperatures.  Frequent
         flow meter calibrations and performance tests  are required to assure that the sampled
         volume is accurate.                                             '

     •   Artifact Formation, the adsorption of gases on filter media, was identified in Section
         «, rf  a ?£Slt^f     Tf?r °ertain Chemical species' esPec*Hy for sulfate and nitrate
         onglass-fiber filters.  Use of quartz-fiber and Teflon-membrane filters is the best way
         to minimize adsorption artifacts.

     •   Volatilization  of chemical  compounds  which are in equilibrium  with  their
         environment causes losses of ammonium nitrate and certain organic compounds The
        most accurate monitoring of these species  involves denuder-type         °
                                       2-32

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    This bias can be minimized by removing samples soon after sampling, storing them
    in sealed containers under refrigeration, and keeping them in coolers for transport
    between the sampling site and laboratory.

 *   Particle Loss During  Transport  occurs when a large deposit is collected  and
    samples experience rough handling during movement from  the  field  site to  the
    laboratory (Dzubay and Barbour, 1983).  Shorter sample durations and  lower flow
    rates may be required  in very polluted environments, especially  those in which
    fugitive dust is a large contributor, to prevent overloading. Careful handling during
    transport will also minimise the loss of particles from the filter surface.

 •   Filter Contamination involves the presence of species to be measured in the filter
    material, or their inadvertent introduction during filter.Jiandling prior to sampling
    This  can be minimized by acceptance testing  of several blank filters  from each
    manufacturing lot to assure that blank levels are low.  Subsequent contamination can
    be reduced by loading and unloading filters in a laboratory setting, keeping them in
    containers before and after sampling, and eliminating contact of the filters with bare
    hands.                           .           •

•   Filter Integrity is compromised by handling which causes some of the filter to be
    lost after the pre-exposure weighing.  Teflon-membrane filters are the least likely to
    lose filter mass,  and  these are best for gravimetric mass measurements.  Careful
    laboratory loading and unloading into filter holders also reduces  over compression
   which sometimes causes portions of the filter to adhere to the holder
                                 2-33

-------

-------
  3.0    PMM CHEMICAL ANALYSIS METHODS

        Once filter deposits have been obtained by one or more sampling methods, they can be
  submitted to a variety of chemical analyses.  It is important that all the analyses to which the
  sample might be submitted are identified prior to performing the first one, since some analyses
  may invalidate the filter for subsequent analyses.  Some methods are non-destructive and these
  are preferred because they reserve the filter for other uses.  Methods which require destruction
  of the filter are best performed on a section of the filter rather than on the  entire filter  This
  leaves a portion of the filter for other re-analyses or to be used as a quality control check on the
  same analysis method. As noted in the previous section, filter sectioning requires that  the
 particles  are homogeneously deposited  across the filter surface so  that the concentrations
 measured on a portion of the filter can be extrapolated to the entire deposit  area.

        Table 3-1 compares minimum detectable concentrations achievable by different analysis
 methods for elements, ions, organic carbon, and elemental carbon. The values in Table 3-1 are
 nominal,  and actual detection limits should be supplied by the laboratory performing the analysis
 2Sor to sampling, so that sample durations and flow rates can be adjusted to acquire sufficient
 samples for the intended analyses. The most common aerosol analyses can'be divided into the
 categories of 1) mass, 2) elements, 3) water-soluble ions, and 4) organic and elemental carbon
 Less common analytical methods which are applied to a small number of specially-taken samples
 include Carbon-14 (Currie, 1982); organic compounds (Rogge etal., 1993a; 1993b); and single-
 particle characterization (Cassuccio et al, 1989). The reader is referred to the cited references
 for greater detail^on sampling and analysis  methods for these highly-specialized methods.
 3.1    Mass Measurement Methods

       Particulate mass concentration is the most commonly made measurement on aerosol
 samples. It is used to determine compliance with PM10 standards and to select certain samples
 for more detailed, and more expensive, chemical analyses.  As noted in Section 2  the beta
 attenuation and inertial microbalance methods have been incorporated into in situ measurement
 systems  which acquire real-time mass measurements.  Gravimetric analysis is used almost
 exclusively to obtain mass measurements of filters in a laboratory environment.   U S  EPA
 (1976) and  Wateon  et al. (1989a) have . published  detailed procedures  for mass analyses
 associated with 20.32 cm  x 25.40 cm fiber filters, but the guidance for other types of filters
used for  chemical analyses is less well documented.                     .

       Gravimetry measures the net mass on a filter by weighing the filter before and after
sampling with a balance in a temperature- and relative humidity-controlled environment  PM,n
reference me Jods require  that filters be equilibrated for 24 hours at a constant (SSSn ±5%
                        **

to
to
                                    t0 mmimize ** n
-------
                   Table 3-1
Analytical measurement specifications for air filter samples
Minimum TWor*tirm T ?,

.Species
Be
Na
Mg
Al
Si
•
P
S
Cl
K
Ca
Sc
Ti
V
Cr
Mn
Fe
Co •
^T*
Ni
Cu
Zn
Ga
As
Se
Br
Rb
Sr
Y
Zr
Mo
Pd
Ag
Cd
In
Sn
Sb
ICP/
AESb-d
0.06
NA '
0.02
20
3
50
10
NA
NA
0.04
0.06
0.3
0.7
2
0.1
0.5
1
2
0.3
1
42
50
25
NA
NA
0.03
0.1
0.6
5
42
1
0.4
63
21
31
AA
Flameb-d
2d
0.2d
0.3
30
85
100,000
NA
NA
2"
ld
50
95
52
2
1
4
6d
5
4
1
52
100
WO
NA
NA
4
300
1000
31
10
4
1
31
31
31
AA
Furnaceb
0.05
<0.05
0.004
0.01
0.1
40
NA
NA
0.02
0.05
NA
NA .
0.2
0.01
0.01
0.02
0.02
0.1
0.02
0.001
NA
0.2
0.5
NA
NA
0.2
NA
NA
"0.02
NA
0.005
0.003
NA
0.2
0.2

INAA"-f
NAh
2
300
24
NA
NA
6,000
5
24
94
0.001
65
0.6
0.2
0.12
4
0.02
NA
30
3
0.5
0.2
0.06
0.4
6
18
NA
NA
NA
NA
0.12
4
0.006
NA
0.06

PIXE8
NA
60
20
12
9
s
8
8
w
5
4
NA
3
3
2
2
2
NA
1
1
1.
1
A
i
L
1
1
2
2
NA
3
5.
NA
NA
NA
NA
NA
NA
                                      ,3 a
                                               APh   T<"ypb
                                               •"•V   1UK.
                                  NA
                                  NA
                                  NA
                                   5
                                   3

                                   3
                                   2
                                   5
                                   3
                                   2

                                  NA
                                   2
                                   1
                                   1
                                  0.8

                                  0.7
                                  0.4
                                  0.4
                                  0.5
                                  0.5

                                  0.9
                                  0.8
                                  0.6
                                  0.5
                                  0.5

                                  0.5
                                  0.6
                                 0.8
                                  1
                                  5
                                  >
                                  6
                                  6
                                  6
                                  8
                                  9
  NA
  NA
  NA
  NA
  NA

  NA
  NA
  NA
  NA
  NA

  NA
  NA
  NA
.  NA
  NA

  NA
 NA
 NA
 NA
 NA

 NA
 NA
 NA
 NA
 NA

 NA
 NA
 NA
 NA
 NA

 NA
 NA
 NA
 NA
 NA
 NA
 NA
 NA
 NA
 NA

 NA
 NA
 NA
.NA
 NA

 NA
 NA
 NA
 NA
 NA

 NA
 NA
 NA
 NA
 NA

 NA
 NA
 NA
 NA
NA

NA
NA
NA
NA
NA

NA
NA
NA
NA
NA
 NA
 NA
 NA
 NA
 NA

 NA
 NA
 NA
 NA
 NA

 NA
 NA
 NA
 NA
 NA

 NA
 NA
 NA
 NA
 NA

 NA
 NA
 NA
 NA
 NA

 NA
 NA
 NA
 NA
 NA

 NA
 NA
NA
NA
NA
                    3-2

-------
                                          Table 3-1 (continued)
                  Analytical measurement specifications for air filter samples

Species
I
Cs
Ba
La
Au
S8
Pb
Ce
Sm
Eu
Hf
Ta
W
Th
U
Cl-
NO3-
so;
NH;
oc
EC
ICP/
AESM
NA
NA
0.05
10
2.1
26
42
10
52
52
0.08
16
26
31
63
21'
NA
NA
NA
NA
NA
NA
AA
Flameb-d
NA
NA
8d
2,000
21
500
21
10
NA
2,000
21
2,000
2,000
1,000
NA
25,000
NA
NA
NA
NA '
NA
NA
AA
Furnace1'
NA '
NA
0.04
NA
0.1
21
0.1
0.05
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA

INAAb'f
1
0.03
6
0.05
NA
NA
' NA
NA
0.06
0.01
0.006
0.01
0.02
0.2
0.01
NA
NA
NA
NA
NA
NA
NA

PIXE
NA
NA
NA
NA
NA
NA
NA
3
NA
NA
NA •
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA

XRFC
NA
NA
25
30
2
1
1
1
NA
NA
NA
NA
NA
NA
NA
1
NA
NA
NA
NA
NA
NA

ICb
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
50
50
50
NA
NA
NA

AC"
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
- NA
NA
NA
50
NA
NA

TOR"
B- -^^£>^.
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
100
100
Minimum detection Itait is three times the standard deviation of the blank for a filter of 1 mg/cm' areal density.
ICP/AES - Inductively Coupled Plasma with Atomic Emission Spectroscopy.
AA = Atomic Absorption Spectrophotometry.
PIXE = Proton Induced X-ray Emissions Spectrometry.
XRF =« Non-Dispersive X-ray Fluorescence Spectrometry.
INAA = Instrumental Neutron Activation Analysis.
1C = Ion Chromatography.
AC " Automated Colorimetry.
TOR = Thermal Optical Reflectance.

                     *" eXtraCti°n * ** * * ^ *** * 15 "" °f **"*«"*•»«» W with a nominal flow rate of 20 e/min
Harman (1989).
Fernandez (1989).
Olmez(1989).
Eldred (1993).
Not Available.
                                                    3-3

-------
        Balances used to weigh 20.32 cm  X 25.40 cm filters from high volume PM10 samples
  must have a sensitivity of at least 100 «.  Balances used for medium volume PM ° samples
  should have a sensitivity of at least 10 «. .and those used for low-volume PM10 samples should
  have a sensitivity of at least 1 M.  Modifications to the balance chamber are sometimes needed
  to accommodate filters of different sizes.  All filters, even those from high-volume PMIO
  samplers, should be  handled with gloved hands when subsequent chemical  analyses are a
  possibility.                                                                 J
  n»«        r                   e established before »"d after each weighing session using
  Class M and Class S standards, and they should be verified with a standard mass every ten
  filters. Approximately one out often filters should be re-weighed by a different person at a later
  time^ These re-weights should be used to calculate the precision of the measurement as outlined
  oy Watson et al. (1989b).
                          e*amined ** gravimetric measurement of lightly loaded membrane
 ata    o mi     r  if? preC'S10n "nd aCCUraCy" ™6 Sensitivity of ** electrobalance is
 iS mn ™   ™g' *°Ug  2lerance! on '^eights of Teflon-membrane filters are typically
 ±0.010 mg.  The main interference in gravimetric analysis of filters results from electrostatic
 ft \  *D?ebrecht « aL <1980> found «at residual  charge on a filter could produce a£
 electrostatic interaction between the filter on the pan and the metal casing of the elecLbalancT

                            y exposing *• mter to a radioactive poionium source bef°re
 th* «.  u   attenuatran™ethDds have been applied in the laboratory as well as in the field, and
 tiie results are comparable to those of gravimetric measurements.  The precision of beta-gauge
 measurements has been shown to be ±5 «/rf or better for counting intervals of one minufe pS
 sample, which translates into ±32 ^/filter for 37 mm diameter substrates  This is subSantiaMv
 higher than the ±6 ^filter precision detenru^ed by gravimetric analysis^

 Sques a^ me tLJSedVin Saf s ^^ ^ 6qUiValent      Cy and Preci^ for '
           mass measurements to differ by less than ±5%.'  PatashnS^and^upprecht
           mi* from TEOM samplers operated alongside filter-based PM10 samplers and

 co-npanso. al, ^c^^rSrea^^"^011"" "^  ^
3.2    Elemental Analysis Methods
*ff *          .         mterest in elemental composition derives from concerns about health
effects and Ae utility of these elements to trace the sources of suspended parlto
nmtiron activation analysis (INAA), atomic absorption spectropLometi^ AAS

Sefcen^^1^01111: "ff^  *ccto«W  aCP/AES), S^
2S! ? ,    
-------
 measurements when the particles are extracted in deionized distilled water (DDW)  Since air
 filters contain very small particle deposits (20 to 100 jig/cm2), preference is given to methods
 which can accommodate small  sample sizes. XRF and PIXE leave the sample intact after
 analysis so that it can be submitted to additional examinations by other methods.

        In INAA  (Dams et al., 1970; Zoller and Gordon,  1970;  Olmez, 1989), a sample is
 irradiated in the core of a nuclear reactor for periods ranging from a few minutes to several
 hours. The neutron bombardment chemically transform many elements into radioactive isotopes
 The energies of the gamma rays emitted by these isotopes  identify them, and therefore their
 parent elements.  The intensity of these gamma rays is proportional to the amount of the parent
 element present in the sample. Different irradiation times and cooling periods are used before
 counting with a germanium detector.  INAA does not quantify some of the abundant species in
 ambient paniculate matter such as silicon, nickel, tin, and  lead.  While INAA is technically
 nondestructive, sample preparation involves folding the sample tightly and sealing it in plastic
 and the irradiation process makes the filter membrane brittle and radioactive. These factors limit
 the use of the sample for subsequent analyses.

        In AAS (Ranweiler and Movers,  1974; Fernandez, 1989), the sample is first extracted
 m a strong solvent to dissolve the solid material; the filter or a portion of it is also dissolved
 during this process.  A few milliliters of this extract  are introduced into a flame where the
 elements  are vaporized.  Most elements absorb light at certain wavelengths in the visible
 spectrum, and a light beam with wavelengths specific to the elements being measured is directed
 through the  flame to  be detected by  a monochromater.  The  light absorbed by the flame
 containing the extract is compared with the absorption from known standards to quantify the
 elemental concentrations.  AAS requires an individual analysis for each element,  and a  large
 filter or several filters are needed to obtain concentrations for all of the elements specified in
 laoie 3-1. AAS is a useful complement to other methods, such as XRF and PIXE  for species
 such as beryllium, sodium, and magnesium which are not well-quantified by these methods  A
 typical  double-beam AAS system is schematically illustrated in Figure 3-1. Airborne particles
 are chemically  complex and do  not dissolve easily into complete solution,  regardless of the
 strength of the solvent.  There is always a possibility that insoluble residues are left behind and
 soluble species  may co-precipitate on them or on container walls.
tr         on      (FaSSd "^ Kirisd«*.  1974; McQuaker et al., 1979; Lynch et a/.,  198O
Harman, 1989), the dissolved sample is introduced into an atmosphere of argon gas seeded with
free [electrons ; induced by high voltage from a surrounding  Tesla coil.  The high temperatures
in the induced plasma raise valence electrons above their normally stable states   When these
electrons return to their stable states, a photon of light is emitted which is unique to the element
m^slT Tp/AF?18 "^ iS,deteCted Et SpeCified wavelenStns to identify the elements in
the sample  ICP/AES acquires a large number of elemental concentrations using small sample
volumes with acceptable detection limit, for atmospheric samples.  As with AAS,
requires complete extraction and destruction of the sample.
                                         3-5

-------
                                            E
                                            
-------
        In XRF (Dzubay and Stevens, 1975; Jaklevic et al. , 1977) and PIXE (Cahill et al  1990-
          y9?'. ±S fflter  dep°sit b  tadllltod by tig*  energy x-rays (XRF) or protons'
  (PIXE)which eject uiner shell electrons from the atoms of each element in the sample  When
  a higher energy electron drops into the vacant lower energy orbital, a fluorescent x-ray photon
  is released.  The energy of this photon is unique to each element, and the number of photons
  is proportional to the concentration of the element. Concentrations are quantified by comparing
  photon counts for a sample with those obtained from thin-film standards of known concentration

        Emittedx-rays with energies less than ~ 4 kev (affecting the elements sodium, magnesium
  aluminum, silicon, phosphorus, sulfur, chlorine, and potassium) can be absorbed in the filter'
  m a thick particle deposit,  or even by large particles in which these elements are contained'
  Very thick filters also scatter much of the excitation radiation or protons, thereby lowering the
  signal-to-noise ratio for XRF  and PIXE. For this reason, thin membrane filters  with deposits
  in the range of 10 to 50 jig/cm2 provide the best accuracy and precision for XRF and PIXE
 analysis.
 Avrm      me*°dsrcan be bf>,adly divided mto t*0 categories:   wavelength dispersive
 CWDXRF)  which utilizes crystal diffraction for observation of fluorescent x-rays, and energy
 dispersive (EDXRF), which uses a silicon semiconductor detector.  The WDXRF method is
 characterized by high spectral resolution, which minimizes peak overlaps  WDXRF requires
 high power excitation to overcome low sensitivity which results in excessive sample heating and
 potential degradation. Conversely, EDXRF features high sensitivity but less spectral resolution
 requiring complex spectral deconvolution procedures.

       XRF  methods can be further categorized as direct/filtered excitation,  where the x-ray
 beam from the tube is optionally filtered and then focused directly on the sample, or secondary
 target excitation, where the beam is focused on a target of material selected to produce x-rays
 of the desired energy.  The secondary fluorescent radiation is then used to excite the samples
 The direct/filtered approach has the advantage of delivering higher incident radiation flux to the
 sample  for a given x-ray tube power, since about 99%  of the incident energy is  lost in a
 secondary fluorescer. The secondary fluorescer approach, however, produces a more nearly
 monochromatic  excitation which reduces  unwanted scatter from the filter, yielding better
 detection limits.                                                                &

       XRF  and PIXE  are usually  performed on  Teflon-membrane  filters  for sodium
       1Un\      Um'  ^^ PhosPhorus> »«*. chlorine, potassium, calcium, titanium;
 vanadium, chromium, manganese, uron, cobalt, nickel, copper, zinc, gallium, arsenic, selenium
 b; mbld;um' str°?tium,  yttrium, zirconium, molybdenum, palladium, silver, cadmium
      , tin, antimony, barium, lanthanum, gold, mercury, thallium, lead, and uranium.

      A typical XRF system  is schematically illustrated in  Figure 3-2  The x-rav  outnnt
stabUity should be within ±0.25% for any 8-hour period within a^Zhour duration  InaS
are typically controlled,  spectra are  acquired, and elemental concentrations aTcalcutTed by
software on a computer which is interfaced to the analyzer.                    wicwarea oy
                                         3-7

-------
         Sample
                         •Characteristic x-rays /Silicon detector
                                                FET preamp
        X-ray excitation

Secondary (          \Primary
         Secondary target
                                                                    Signal processing
                                                            Analog-to-
                                                            digital
                                                            converter
                                X-ray tube

	 • 	 	 	 	 	 ly.
Data output
9 v
"-V
^

1 ./
m^mm^^^mfmmtm
Multi-channel
analyzer
ft-
                                                                    Data handling
            Video display
                                                 Mini-computer
Figure 3-2.  Schematic of a typical x-ray fluorescence (XRF) system (Kevex, 1985).
                                         3-8

-------
        Separate XRF analyses are conducted on each sample to optimize detection limits for the
  specified elements.  A comparison of the minimum detectable limits of Teflon-membrane and
  quartz-fiber filters is listed in Table 3-2. Figure 3-3 shows an example of an XRF spectrum.

        Three types of XRF standards are used for calibration, performance testing, and auditing-
  1)  vacuum-deposited thin-film elements and compounds (Micromatter); 2) polymer films
  (Dzubay et at., 1981); and 3) the National Institute of Science and Technology (NIST- formerly
  NBS) thin-glass films. The vacuum deposits cover the largest number of elements and are used
  to establish calibration curves.  The polymer film and NIST standards are used as quality control
  measures. NIST produces the definitive standard reference material, but these are only available
  for the species aluminum, calcium, cobalt,  copper, manganese,  and  silicon (SRM  1832) and
  iron lead, potassium, silicon, titanium, and zinc (SRM 1833). A separate Micromatter thin-film
  standard is used to calibrate the system for each element.

        Sensitivity factors (number of x-ray counts per /tg/cm2 of the element) are determined
 for  each excitation condition.  These factors, are then adjusted for absorption of the incident and
 emitted radiation in the thin film. These sensitivity factors are plotted as  a function of atomic
 number and a smooth curve is fitted to the experimental values.  The calibration sensitivities are
 fen read from these curves for the atomic numbers of each element in each excitation condition
 Polymer film and NIST standards should be analyzed on a periodic basis using these sensitivity
 factors to verify both the standards and the stability of the instrument response.  When deviations
 from specified values are greater than ±5%, the system should be re-calibrated.

       The sensitivity factors are  multiplied by the net  peak intensities  yielded by ambient
 samples to Obtain the /*g/cm2 deposit for each element. The net peak intensity is obtained by
 1) subtracting background radiation; 2) subtracting spectral interferences;  and 3) adjusting for
 x-ray absorption.                                                          '   J    s

       The  elemental  x-ray peaks  reside on a background  of radiation scattered  from the
 sampling subside.  A model background is formed by averaging spectra obtained from several
 blank filters of the same type used in ambient sampling. It is important to retain blank filters for
    purpose when XRF or PIXE analyses are anticipated. This model background has £e Tame
           *     u     S3mple SpCCtra (minUS ** elemental Peaks> ^ the deposit mass is small
           *e,SUbStrate "»« CRuss, 1977).  This model background is normalized to an
            f '°a scatter Peak m each sample spectrum to account for the difference in scatter
 intensity due to different masses.
are
                              °f *? characteristic ™? &» relative » detector resolution
                 A         f      lement Can mterfere with a  Peak from ^ther element
                   Vanety °f methods has been used to ****** ^se peak overlaps (Arinc et
   c    r        et?\ 19?9; Drane et *"  1983>' tastadfa« least s^s fittmg to U^rarV
spectra, Gaussian and other mathematical functions, and the use of peak overlap coefficients
                                         3-9

-------
                                         Table 3-2
         X-ray fluorescence air filter analysis interference-free minimum detectable limits"
                             using DRI standard analysis protocols
Element
   Al
   Si
   P
   S
   Cl
   K
   Ca
   Ti
   V
   Cr
  Mn
   Fe
  Co
  Ni
  Cu
  Zn
  Ga
  As
  Se
  Br
  Rb
  Sr
  Y
  Zr
 Mo
  Pd
 Ag
 Cd
  la
 Sn
 Sb
 Ba
 La
 Au
 Hg

Condition
Numbed
5
5
5
5
4
4
4
3
•3 '
3
3
3
3
3
3
3
2
2
2
2
2
2
2
2
4
1
1
1
1
1
- 1
1
1
2

Quartz-Fiber Filter"
Protocol QA-A
us/cm2 '
NAf
NA
NA
40*
30
40 -
100
.50
20
8
7
15
5
4
4
6
8
9
5
5
5
8
8
10
20
20
20
25
30
40
50
170
190
NA
20
Teflon-Membrane Filter's
Protocol A
ne/cm2 d
10
6.3
5.6
5.0
10
6.1
4.5
2.9
2.5
1.9
1.6
1.5
0.88
0.89
LI
LI
1.9
1.6
1.2
1.0
1.0
1.1
1.3
1.7
2.7
11
12
12
13
17
18
52
62
3.1
2.6
Protocol B
ng/cm2
7;2
4.4
4.0
3.5
7.4
4.3
3.2
2.1
1.7
1.4
LI
1.1
0.62
0.63
0.76
0.76
1.4
1.1
0.86
0.72
0.68
0.78
0.92
1.2
1.9
7.6
8.6
8.6
9.5
12
13
37
44
2.2
1.8
Protocol C
ng/cm2
3.6
2.2
2.0
1.8
3.7
2.2
1.6
1.0
0.87
0.67
0.56
0.54
0.31
0.31
0.38
0.38
0.68
0.56
0.43
0.36
0.34
0.39
0.46
0.59
0.95
3.8
4.3
4.3
4.8
6.2
6.4
. 18
22
1.1
0.91
Protocol D
ng/cm2
2.5
1.4
1.4
1.2
2.6
1.5
1.1
0.73
0.62
0.48
0.40
0.38
0.22
0.22
0.27
0.27
0.48
0.39
0.31
0.25
0.24
0.28
0.33
0.42
0.67
2.7
3.0
3.0
3.4
4.4
4.5
13
16
0.77
0.65
                                         3-10

-------
                                          Table 3-2 (continued)
             X-ray fluorescence air fitter analysis interference-free minimum detectable limits*
                                  using DKI standard analysis protocols
    Element

       Tl
       Pb

       U
Condition
Number*


    2

    2

    2
Quartz-Fiber Filter3



   Protocol QA-A
     ng/cm2 e

       NA

        14

       NA
Protocol A
ng/cm2 d
2.5
3.0
2.3
Protocol B
ng/cm2
1.8
2.2
1.7
Protocol C
ng/cm2
0.88
1.1
0.83
Protocol D
ng/cm2
0.62
0.76
0.59
 « MDL defined as three times the standard deviation of the blank for a filter of 1 mg/cm2 areal density.

 " Analysis times are 100 sec. for Conditions 1 and 4, and 400 sec. for Conditions.2 and 3.  Actual MDL's for
   quartz filters vary from batch to batch due to elemental contamination variability.

 c Analysis times are 100 sec. for Conditions 1, 4 and 5, and 400 sec. for Conditions 2 and 3 for Protocol A- 200
                                  8°° SeC' f°r Conditions 2 "d 3 for Protocol  B; 800 sec.  for Conditions 1 4

                                          for ***** C; - 160° ~ for conditions  '•
              " dto°t f°de «xcitation ^ a primary excitation filter of 0.15 mm thick Mo. Tube voltage is 50
              .T!f? B °'6 ^  C°ndition 2 fa direct mode excitation wi* a primary excitation filter of 0 13
  .mm thick Rh   Tube voltage is 35 KV and tube voltage is 2.0 mA.  ConditionTuses Ge second^  target
  .excxtetm with ttie secondary excitation filtered by a Whatman 41 filter. Tube voltage is 30 KV and tubeconL
  is 33 mA. Condition 4 uses Ti secondary target excitation with the secondary excitation filtered by 3 8 am thick
  mylar film.  Tube voltage is 30 KV and tube current is 3.3 mA.  Conditions uses direct mode exciS wS

    '111100118/8^ °f 3 ^^ °f Whatman 41 mters- Tube ™l*&  is 8 KV Jd mbe curTem
                          ^
'
f Information not available.


* For condition 4.
                                                3-11

-------
                                                      OS
                                                      O
                                                      (J,
                                                      |
                                                      •§
                                                      (U
                                                     X,
                                                      
-------
        Peak overlap coefficients are applied to aerosol deposits.  The most important of these
 overlaps are the K-beta to K-alpha overlaps of elements which increase hi atomic number from
 potassium to zirconium, the lead L-alpha to arsenic K-alpha interference, and the lead M line
 to sulfur K line interference.  The ratios of overlap peaks to the primary peak are determined
 from the thin film standards for each element for the spectral regions of the remaining elements
 These ratios are multiplied by the net peak intensity of the primary peak and subtracted from the
 spectral regions of other elements. •

        The  ability of an x-ray to penetrate matter depends on the energy of the x-ray and the
 composition and thickness of the material.  In general, lower energy x-rays, characteristic of
 light elements, are absorbed hi matter to a much greater degree than higher energy x-rays  XRF
 analysis of air paniculate samples has had widest application to samples collected on membrane-
 type filters such as Teflon- or polycarbonate-membrane filter substrates.  These membrane filters
 collect the deposit on then- surfaces, which eliminates biases due to absorption of x-rays by the
 filter material.   These  filters  also have a low areal density which minimizes the scatter of
 incident x-rays, and their inherent trace element content is very low.

        Quartz-fiber filters used for high-volume aerosol sampling do not exhibit these features
 As noted earlier, blank elemental concentrations hi quartz-fiber filters which have not undergone
 acceptance testing can be several orders of magnitude higher than the concentrations in the
 particulate deposits.  They vary substantially among the different types of  quartz-fiber filters
 available,  and even  within the same filter type and manufacturing lot.   Blank  impurity
 concentrations and their variabilities decrease the precision of background subtraction from the
 XRF spectral data, resulting in higher detection limits. Impurities observed  in various types of
 glass- and quartz-fiber filters include aluminum, silicon, sulfur, chlorine, potassium,  calcium
 iron, nickel, copper, zinc, rubidium, strontium, molybdenum, barium, and lead.  Concentrations'
 for aluminum, silicon, and phosphorus cannot be determined for quartz-fiber filters because of
 the large silicon content of the filters.

       Quartz-fiber filters also trap particles  within the filter matrix, rather than on its surface
 This causes absorption of x-rays within the filter fibers yielding lower concentrations than would
 otherwise be measured.  The magnitude of this absorption increases exponentially as the atomic
 number of the analyte element decreases and varies from sample to sample. Absorption factors
 generally are 1.2 or less for iron and heavier elements, but can be from two to five for sulfur.

       Quartz-fiber filters are much thicker than membrane filters resulting hi the scattering of
more x-rays with a consequent increase in background and degradation of detection limits  The
increased x-ray scatter also overloads the x-ray detector which requires samples to be analyzed
at a lowered x-ray intensity.  These effects alone can result in degradation of detection limits bv
up to a factor of ten with respect to Teflon-membrane substrates.

      Larger particles collected during aerosol sampling have sufficient size to cause absorption
of x-rays within the particles.  Attenuation factors for PM2J are generally  negligible
1976), even for the lightest elements, but these attenuations can be significant
                                          3-13

-------
  particles (policies with aerodynamic diameters from 2.5 to 10 /mi).  Correction factors have
  been derived usrng the theory of Dzubay and Nelson (1975) and should be applied to the coile
  particle measurements for SFS PMW samples.
  with th           H.      iS' fflten$ ** removed from lWr Petri slides and placed
  whth e^fS  fit'8 ^ *t0 mter CaSSetteS' Tbe* CaSS6tteS «» loaded *«> * medLsm
  which exposes the filter deposits to protons for PKE and x-rays for XRF. The sample chamber
  ^ evacuated^ a computer program controls the positioning of the •B^SS'ffcSSS
  conditions. The vacuum in the x-ray  chamber and the heat induced by the absorption of ™

                          to votiuze-   For ^ reason' labae  ^- -SK^iS
                                °n a quartz-flber fflter wwch sam^les ******* with
                                          fr°m previous batches should be Analyzed for
        or tf *               qUaI.ity C°ntro1 results differ from specifications -by more C
 i    i'n H    ! replicate concentrations differ from the original values (assuming they are ^
 least 10 times detection limits) by more than ±10%, the samples should be ™
 f " 7  /JT tiVe' bUt * iS kSS desirable because of ^ expense r^uSd ^to eTtoct S
 sample and the destruction of the filter sample.                    «qmrea 10 extract the
 3.3    Water-Soluble Ion Measurement Methods
 nnrt-   ^ OSO1 ^j18/6^ to chemical compounds which are soluble in water The water-soluble













chlondc, and fluonde may also be measured by these meehodsfaLg with ZpolyaTo'mtc
                                      3-14

-------
        All ion analysis methods require a fraction of the filter to be extracted in DDW and then
  filtered to remove insoluble residues prior to analysis.  The extraction volume needs to be as
  small as possible, lest the solution become too dilute to detect the desired constituents at levels
  typical of those found in PM10. Each square centimeter of filter should be extracted in no more
  than 2 ml of solvent for typical sampler flow rates of 20 to 30 */min and sample durations of
  24 hours.  This often results in no more than 20 ml of extract which can be submitted to the
  different analytical methods, thereby giving preference to those methods which require only a
  small sample.  Sufficient sample deposit must be acquired to account for the dilution volume
  required by each method.

        When other analyses are to be performed on the same filter,  the filter is first sectioned
  using a precision positioning jig attached to a paper cutter. For rectangular filters (typically
  20 32 cm x 25 40 cm), a 2.54 x 20.32 cm wide strip is cut from the center two-thirds of the
  filter.  High-volume PM10 samplers have a 1.27 cm border around them, making the exposed
  area -406 cm2 and the i area of the deposit on the filter strip 33.9 cm2. The analysis results must
  be multiplied by - 12.0 to estimate the ion deposit on the entire filter.  These values should be
  verified by measurement, since different filter frames may have different dimensions.  Circular
  filters are usually cut in half for these analyses, so the results need to be multiplied by two to
 obtain the deposit on the entire filter. Filter materials for these analyses must be chosen so that
 they can be easily sectioned without damage to the filter or the  deposit.   The cutting blade
 should be cleaned between each filter cutting. The filter section is placed in an extraction vial
 which is capable of allowing it to be fully immersed in ~ 10 ml of solvent (the Falcon #2045 16
  x 150 mm polystyrene vials are good choices).  Each vial should be properly labeled with the

 52? , ^    * ^t SInCe mU'h °f ** dep°slt is ^ a flber filter> aSita*°* « needed to
 extract the water soluble particles into the solution. Experiments show that sonication for ~ 1
 hour, shaking for ~ 1 hour, and aging for ~ 12 hours assures complete extraction of the deposited
 material m the solvent.   The sonicator bath  water needs to be  periodically replaced or
 recirculated to prevent temperature increases from the dissipation of ultrasonic energy in the
 water.  After extraction, these solutions should be stored under refrigeration prior to analysis
 The unused filter sections should be placed back into their labeled containers and stored under
 refngeration.  These can be used for other analyses or they can serve as a backup if the original
 solution becomes contaminated or is insufficient for the planned ionic analyses

       The operating  principle for AAS  was  described above.    For  potassium   the
                         n                                          '
           t       -       ;   ^ bandPass'  Approximately one to two ml of the extract are
          into  an air/acetylene flame  at  approximately  0.5 ml/min.   The output of  the
photpmultipher can be recorded on a data acquisition computer at rates of approximately two

to±f rrr1' ™d ** °Vera11 3° SeCOIia aV6rage Can be *"« to atten"2 variability Se
to ^fluctuation. This averaging should begin only after the sample has been aspirated for
at least 30 seconds to assure that the flame has equilibrated. Two ml of DDW should be run

                                                 *" SamplC lfne-  A blank  «* a Sown
                                                        Span ^ baseline- Ten  «rcdtt of
     mnlTh  M £   y   6Ve,? tCn Sample$ t0 Verify ^ Span ^ baseline-  Ten P«rcdtt of
the samples should be run in replicate at a later time, when there is sufficient extract, to evaluate
                                         3-15

-------
  analysis precision   American Chemical Society (ACS) reagent grade salts are dissolved  in
  carefully measured volumes of DDW to create calibration and performance testing standards
           mterference M elimmated  fey additi°n of cesium chloride to samples and standard
        1C can be used for both anions (fluoride, phosphate, chloride, nitrate, sulfate) and cations
 (potassium, ammonium, sodium) with separate columns. Applied to aerosol samples, the anions
 are most common^ analyzed by 1C with the cations being analyzed by a combination of AAS
 ^ f£« ^T (Sn?V™ ' 'c19?5; MuUk &t al" 1976> 1977» Butler * <*•• 1978; Mueller et
 cl    ; ?"? ^  "  1978;,SmaI1' 1978>> ** samPle «tract passes through an ion-exchange
 column which  separates the  ions in  time  for individual quantification,  usually  by  a
 electroconductivity detector   Figure 3-4 shows a schematic representation of the 1C system.
 Prior  to  detection, the column effluent enters a suppressor column  where  the  chemical
 composition of one element is altered, resulting in a matrix of low conductivity. The ions are
 identified by their elution/retention times and are quantified by the conductivity peak area or
 peak height.   1C is especially desirable  for particle samples because it provides results for
 SS T T^ ***?** and it uses a small portion of the filter extract Slow
 S^^St .^^^^^^^^^^ICanionchromatogram.  1C analyses can

                                           pler which can conduct unattended anaiysis °f
                          2 ** °f ^ ^ ***** m fa*!Ctod mto IC system-  The resulting
                           to concentrations using calibration curves derived from solution
standards.  Standard solutions of sodium chloride, sodium nitrate, and sodium sulfate can be
prepared with t reagent grade salts which are dehydrated in a desiccator several hours prior to

SS^^S^ ±1*1 ^ water fs^ (Standard Reference Materiais= SRM
2694-1 and SRM 2694-n) and the Environmental Research Associates (ERA) standard solution
are available as independent  quality control checks for the ions commonly measured by C
fh± h  standards should be analyzed every ten samples, and one tenth of all PM10 exacts
should be re-analyzed in the next analysis batch to estimate precision.

       Though automated data processing is usually applied to 1C output, the chromatoerams
comato^  \for,rf SOftWare t0 detCCt deViatl0nS from measurement assumpS S
chromatogram should be examined individually to verify:  1) proper operational settings 2)

                       -

                                       3-16

-------
            Delivery Module 	
    Chromatography Module 	
           Detector Module
                                                    Eluent.
                                                  Reservoir
                                                    Pump
                                                   Sample
                                                   Injector
                                                   Guard
                                                   Column
                                                 Separator
                                                  Column
                                                Suppressor
                                                  Device
                                                Conductivity
                                                    Cell
                                         Waste
Figure 3-4.
                                °f ^ ^ Chromato^phy 00 system  (Chow and
                                   3-17

-------
       9000
       6600
nS
           Figure 3-5.  Example of an ion chromatogram (Chow et al, 1993d).




                                       3-18

-------
 Since 1C provides multi-species analysis for the anions, ammonium is most commonly measured
 oy
        The AC system is illustrated schematically in Figure 3-6.  The heart of the automated
 colorimetric system is a peristaltic pump, which introduces air bubbles into the sample stream
 at known intervals.  These bubbles separate samples hi the continuous stream. Each sample is
 mixed with reagents and  subjected to appropriate reaction periods before submission to  a
 colorimeter.  The ion being measured usually reacts to form a colored liquid.  The  liquid
 absorbance is related to the amount of the ion hi the sample by Beer's Law.  This absorbance
 is measured by a photomultiplier tube through an interference filter which is  specific  to the
 species being measured.

        The standard AC technique can analyze ~ 50 samples per hour per channel, with minimal
 operator attention and relatively low maintenance and material costs.  Several channels can be
 set up to simultaneously analyze several ions. The methylthymol-blue (MTB) method is applied
 to analyze sulfate.  The  reaction of sulfate with MTB-barium complex results in free ligand
 which is measured colorimetrically at 460 nm.  Nitrate is reduced to nitrite which reacts with
 sulfamlamide to form a.diazo compound.  This is then reacted to an azo dye for colorimetric
 determination at 520 nm. Ammonium is measured with the indophenol method.  The sample is
 mixed sequentially with potassium  sodium tartrate, sodium phenolate, sodium hypochlorite
 sodium hydroxide, and sodium nitroprasside. The reaction results in a blue-colored solution with
 an absorbance measured  at 630 nm.

       Formaldehyde has been found to interfere with ammonium measurements when present
 in an amount which exceeds 20% of the ammonium content, and hydrogen sulfide interferes in
 concentrations which exceed 1 mg/ml.  Nitrate and sulfate are also potential interferents  when
 present at levels which exceed 100 times the ammonium concentration. These levels are rarely
 exceeded  in ambient samples.    The precipitation of hydroxides  of heavy metals such as
 magnesium  and calcium is  prevented fey the addition of disodium ethylenediamine-tetracetate
 (EDTA) to the sample stream (Chow et al., 1980; Chow, 1981). It was learned in the SUlfate
 Eegional Experiment (SURE) (Mueller et al.,  1983) that the auto-sampler should be enclosed
 in an atmosphere  which is purged  of ammonia by bubbling air through a phosphoric acid
 solution.

       The automated colorimetric system requires a periodic standard calibration with the  daily
 prepared  reagents flowing through  the  system.   Lower  quantifiable  limits  of automatic
 colonmetry for sulfate and nitrate are an order of magnitude higher than those obtained with ion
 chromatography.

       Intercomparison studies between automated colorimetry and  ion chromatography  have
been conducted by Butler et al. (1978); Mueller et al. (1978); Fung et al. (1979)- and Pven and
Fishman (1979).  Butler et al. (1978) found excellent agti^betw^l^tS^
measurements  by automated colorimetry  and ion chromatography..   The accuracy of  both
methods is within the experimental errors, with higher blank values  observed from automated
                                         3-19

-------
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-------
 colorimetric techniques.  Comparable results were also obtained between the two methods by
 Fung et al. (1979).  The choice between the two methods for sample analysis are dictated bv
 sensitivity,  scheduling, and cost constraints.

       The major sampling requirement for analysis of water-soluble species is that the filter
 material be hydrophilic, allowing the water to penetrate the filter and fully extract the desired
 chemical compounds. Small amounts of ethanol or other wetting agents are sometimes added
 to the filter surface to aid the  wetting of hydrophobic filter materials, but this introduces the
 potential for contamination of the sample.
3.4    Carbon Measurement Method Selection

   .   Three classes of carbon are commonly measured in ambient aerosol samples collected on
quartz-fiber filters: 1) organic, volatilized, or non-light absorbing carbon; 2) elemental or light-
absorbing  carbon;  and 3)  carbonate carbon.  Carbonate  carbon (i.e   K2CO3 Na CO
^SC?3'™C03) Can be determmed on a separate filter section by measurement of the carbon
dioxide (CCg evolved upon acidification (Johnson et aL, 1981).  Though progress has been
made in the quantification of specific organic chemical compounds in suspended particles (e g
Rogge et al., 1991), sampling and analysis methods have not yet evolved for use in practical
monitoring situations.                                                          yi«.i»*u

       Several analytical methods for the separation of organic and elemental carbon in ambient
       S partlculuate; samPles fc™ been evaluated (Cadle and Groblicki, 1982; Stevens et al
       These methods include:

          Solvent extraction of the organics followed by total carbon analysis (Gordon  1974-
          Grosjean, 1975;  Appel et aL,  1976, 1979; Daisey et aL,  1981; Muhlbaier and
          Williams, 1982; Japar et aL, 1984).   '

          Nitric acid digestion of the organics followed by total carbon analysis (McCarthy and
          Moore, 1952; Kukreja and Bove, 1976; Pimenta and Wood, 1980).

          Absorption of radiation using an integrating plate to determine elemental carbon
          Infrared absorbance (Smith etaL, 1975), Raman spectroscopy (Rosenetal  1978)'
          and visible absorbance  (Lin et aL,  1973;  Weiss et aL,  1979; Gerber'  1982:
       .   Heintzenberg,  1982) are variations of this method.
                  '^ustion  mcludmS both  temperature  programmed  (Muhlbaier and
            liams, 1982) and step-wise pyrolysis followed by oxidation using either carbon
         dioxide or methane detection (Mueller et aL, 1971, 1981; Patterson,  1973;  Merz
         L  JQ^TQ^ H™t?cker' 1979' Johnson *«*. 1980; Malissa, 1979; Cadle et

         19*2  Wolff e?*          * *" ^ ^ N°V*0V' 1981; ^^ «
                                        3-21

-------
        •   A combination of thermal and optical methods (Appel et aL , 1976- Dod et al  1979-
            Macias et aL, 1979; Cadle et al., 1980a, 1980b; Johnson  et aL, 1981; Novakov'
            1982; Huntzicker et aL,  1982; Rosen et aL, 1982; Chow et aL, 1993c).

        Table 3-3 summarizes different  carbon analysis methods and  reports  typical carbon
  concentrations in urban and non-urban areas.

        The definitions of organic and elemental carbon are operational (i.e., method dependent)
  and reflect the method and purpose of measurement (Grosjean,  1980). Elemental carbon is
  sometimes termed  "soot",  "graphitic  carbon", or "black  carbon."   For studying visibility
  reduction, light-absorbing carbon is  a more useful  concept than elemental carbon  For source
  apportionment by receptor models, several consistent but distinct fractions of carbon in both
  source and receptor samples  are desired, regardless of  their  light-absorbing or  chemical
  properties. Differences in ratios of the carbon concentrations in these fractions form part of the
  source profile which distinguishes the contribution of one source from the contributions of other
  sources (Watson et al., 1994c).

        Light-absorbing carbon is not entirely graphitic carbon, since there are many organic
 materials which absorb light (e.g., tar, motor oil, asphalt, coffee). Even the "graphitic" black
 carbon in the atmosphere has only a poorly developed graphitic structure with abundant surface
 chemical groups.  "Elemental carbon" is a poor but common description of what is measured
 For example, a  substance of three-bond carbon molecules (e.g., pencil lead)  is black and
 completely absorbs  light, but four-bond  carbon in a diamond is completely transparent and
 absorbs very little light.  Both are pure, elemental carbon.
  «       ™l?/*  (1"3c) document several variations of the thermal (T), thermal/optical
 reflectance (TOR), thermal/optical transmission (TOT), and thermal manganese oxidation (TMO)
 methods for organic and elemental carbon.  The TOR and TMO methods have been most
 commonly applied in aerosol studies.
3.4.1  Thermal Manganese Oxidation Method for Carbon

       The thermal manganese oxidation (TMO) method (Mueller et al. , 1982- Fung 1990) uses
manganese dioxide present and  in contact  with the sample throughout the  analysis,  as the
oxidizing agent.  Temperature is relied upon to distinguish between organic and element

SSL S    r f 0lTg at  5?5°C IS daSSified M °rganic carbon' and caibon evol^T*
850  C is classified as elemental carbon.
                       bee° used for ** five y^ SCENES (the Subregional Cooperative
      v     ™ PfTT °f ^ ',Tati0nal Pa± ServiC6S' ^ EnviroLentalprotection
Agency Study) (i.e., Mueller and McDade, 1986; Sutherland and Bhardwaja, 1986; Mueller et
                                        3-22

-------
                                                    Table 3-3
                                 Carbon analysis method characteristics
 Typical Ambient
 Concentration
   fag/nrt
Urban sites
(0 to 2.5
OC1 2.7 to 12.9
EC 0.9 to 7.0
TC 3.6 to 19.0

Non-urban sites
(0 to 2.5
OC 1.2 to 4.3
EC 0.5 to 2.2
TC 1.5 to 6.0
Measurement
  Method

Solvent
Extraction
Precision*

S to 15%«
Accuracy*

20 to 54%'
                      Nitric Acid
                      Digestion
                 1.4 to 5.8%e       15 to 32%«
                      Integrating Plate   NA'
                      Method
                     Thermal
                     Combustion
                     Method
                 1 to 2%'
                                     Advantages and
                    LOL"             Disadvantages

                  NA'          Only 30 to 50%  of
                                volatilizable carbon can be
                                removed

                                The procedure underestimates
                                volatilizable carbon and
                                overestimates  elemental
                                carbon by 9 to 20%

                                Pyrolytic  conversion of
                                volatilizable to elemental
                                carbon is  minimized

                                These methods require
                                significant quantities  of
                                sample  and are time
                                consuming and expensive

                 NA'           Some elemental carbon is
                                measured as volatilizabie
                                carbon because nitric acid    «
                                converts elemental carbon to
                          •  •    volatilizable carbon

                 NA'           Relies on poorly determined
                                absorption coefficients and  is
                                subject to interferences

                               Interference by non-absorbing
                               species such as (NH^ SO4  on
                               elemental carbon
                               measurements

14-15%**         0.3Mg/cm2 for  Different thermal  combustion
                 oc           analyzers with different
                               procedures often yield
                 0.5/ig/cma     different values for identical
                 for EC         samples

                               Overestimates elemental
                               carbon due to the
                               carbonization of volatilizable
                               material

                               Underestimates  elemental
                               carbon due to the
                               measurement of volatilizable
                               carbon at high temperatures
                                  NAf
                                                     3-23

-------
                                           Table 3-3 (continued)
                                Carbon analysis method characteristics
 Typical Ambient
  Concentration
Measurement
 Method
                                       Precision"
                      Thermal/ Optical  2 to 4%J
                      Method
                                  Accuracy1*

                                  2to5%"
LOLC

Q-Spg/cwP
forOC
    Advantages and
    Disadvantages

Separates volatilizable from
elemental carbon*'
                                                                        0.2f«g/cm2 for  Corrects for pyrolysis
                                                                        EC
                                                                                      Carbonate carbon is measured
                                                                                      as volatilizable and elemental
                                                                                      carbon if present as more than
                                                                                      5% at total carbon
* ±. one standard deviation, per filter, unless otherwise specified
* jh absolute error

                QU3ntifiabIe Ltait; °ften deteraiined °y variability in blank analysis or minimum detectable limit - whichever is
* From Shah (1981)
* From Cadle and Groblicki (1982)
' NA — not available
* From Mueller et aL (1983)
  From Watson et al. (1981)
  From Stevens et al. (1982)
  From Johnson (1981)
  From Rau (1986) and Chow et al. (1993b)
  OC: Organic Carbon
  EC: Elemental Carbon
  TC: Total Carbon
                                                   3-24

-------
 al., 1986; Watson et aL, 1987) visibility network, as weU as Southern California Air Quality
 Study (SCAQS, Chow et al., 1994b, 1994c; Watson et al., 1993, 1994b, 1994d).
 3.4.2  Thermal Optical Reflectance/Transmission Method for Carbon

        The  thermal/optical  reflectance  (TOR) method of carbon analysis  developed by
 Huntzicker et al. (1982) has been adapted by several  laboratories for the quantification of-
 organic and elemental carbon on quartz-fiber filter deposits.  While the principle used by these
 laboratories is identical to that of Huntzicker et al. (1982), the details differ with respect to
 calibration standards,  analysis time, temperature ramping,  and volatilization/combustion
 temperatures.

        In the most commonly applied version of the TOR method (Chow et al  1993c) a filter
 is submitted to volatilization at temperatures ranging from ambient to 550°C in a pure' helium
 atmosphere, then to combustion at temperatures between 550° C to 800°C in a 2% oxygen and
 98% helium atmosphere with several temperature ramping steps. The carbon which evolves at
 each temperature is converted to methane and quantified with a flame ionization detector  The
 reflectance from the deposit side of the filter punch is monitored throughout the analysis ' This
 reflectance usually decreases during  volatilization  in the helium  atmosphere owing "to the
 pyrolysis of organic material.  When  oxygen is added, the  reflectance increases as the light-
 absorbing carbon is combusted and removed.  An example of the TOR thermogram is shown
 in Figure 3-7.

       Organic carbon is  defined as that  which evolves prior to re-attainment of the original
 reflectance, and elemental carbon is defined as that which evolves after the original reflectance
 has been attained.  By this definition, "organic carbon"  is actually organic carbon that does not
 absorb light at the wavelength (632.8 nni) used and "elemental carbon" is light-absorbing carbon
 (Chow et al. , 1993c).   The thermal/optical transmission (TOT) method applies to the same
 thermal/optical carbon analysis method except that transmission instead of reflectance of the
 filter punch is  measured.

       Chow et al. (1993c) document several  variations of die thermal (T)  thermal/optical
 reflectance (TOR), thermal/optical transmission (TOT), and thermal manganese oxidation (TMO)
 SSSL   *&&** flem«ntal carbon.  Chow  et al. (1993c) also examine results from
 collocated  elemental  carbon  measurements by  optical  absorption  (OA),  photoacoustic
 spectroscopy, and nonextractable mass.  TOR was consistently higher than TMO for elemental
 carbon  especially in woodsmoke-dominated samples,  where the disparity was as great as seven
           ? SUmv  °rgEfC and elemental carbon> mese ^thods reported agreement within
              ambient and source samples (Houck et al. , 1989; Kusko et al   1989- Countess

           ^^
         then  becomes  a  matter of assessing  how  they differentiate between organic  and
elemental carbon.  The TMO method attributes more of the total carbon to organic carbon and
less to.elemental carbon than the TOR and TOT methods
                                        3-25

-------
800
                                     1000    1200   1-H30   1^00   1300   -2000    2200
                                         TIKE 
 Figure 3-7.  Example of a thermal optical reflectance (TOR) thermogram (Chow et al., 1993c).
                                           3-26

-------
        Comparisons among the results of the majority of these methods show that they yield
  comparable quantities of total carbon in aerosol samples, but the distinctions between organic
  and elemental carbon are quite different (Countess,  1990; Bering et al., 1990). None of them
  represents an ideal separation procedure of organic from elemental carbon.
 3.4.3  Filter Transmission for Light Absorbing Carbon

        Teflon-membrane  and quartz-fiber filters can be submitted to a  light transmission
 measurement before and after sampling on a transmission densitometer.  An example of the
 measurement system is illustrated in Figure 3-8. Each filter is placed in a jig over a diffused
 vertical light beam. The spectral distribution is approximately Gaussian, peaking near 550 nm
 with full- width at Tialf maximum of about 150 nm.   A detector is brought to a constant height
 above the filter and is precisely positioned with a shim to prevent contact with the filter Itself
 The filter density is displayed by the densitometer and can be later converted to transmittance"
 The same measurement is repeated on the exposed filter.

        The instrument is calibrated with neutral  density filters, and one of these standards is
 analyzed every 10 filters to verify instrument stability. If the response to these standards differs
 from specifications  by more  than 0.03 density units,  the  instrument is re-calibrated and the
 measurements are repeated on the previous ten samples.  Replicate analyses are performed on one
 out of every ten samples, and when replicates deviate by more  than ±0.05 density units from
 their original levels, samples  are re-measured.

       Informal intercomparisons among different filter transmission methods have shown high
 correlations of absorption, but differences of up to a factor of two in absolute values (WatsSn
 etal., 1988c).  These differences are functions of: 1) the type of filter; 2) filter loading- 3) the
 chemical and physical nature  of the deposit; 4) the wavelengths of light used; 5) caUbration
 standards;  and 6) light diffusing methods.  At the current time, there is no agreement on which
 combination most accurately represents light absorption, in the atmosphere.  This method is
 applied with the knowledge that absolute differences in absorption may  be found between the
 measurements made on Teflon-membrane and quartz-fiber  filters and with respect to absolute
 absorption measurements made on the same samples  hi other laboratories.


 3,5    Filter Selection, Preparation, Handling,  and Storage

       No chemical analysis method, no matter how accurate or precise, can provide an accurate
 representation of atmospheric constituents if the filters to which these methods are applied are
 improperly selected or  handled.  The different filter media available for PM10 sampling for
Sfi    P? Tre deSC?6d fa SeCti°n 2'  ™> «*H**taa describes how theL filter
should be  selected,  prepared, handled,  and  stored from a laboratory standpoint    Mass
concenttations associated with PM10 are usually measured in micrograms, one million* of one
gram. These are very small quantities, and even the slightest contamination can bias these  mass
                                         3-27

-------

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  measurements.  Most of chemical species which constitute PM10 are measured in nanograms
  one-bilhonth of one gram.  The potential for contamination from these chemical components is
  ten to one-thousand times greater than it is for contamination of mass concentrations  Small
  biases in chemical concentrations can greatly affect the decisions which are made with respect
  to source apportionment or health effects, so extra precautions are warranted when selecting and
  using filters.
 *  *             out in Section 2, the choice of filter type results from a compromise among
 the following filter attributes: 1) mechanical stability; 2) chemical stability; 3) particle or ga!
 sampling  efficiency; 4) flow resistance;  5)  loading  capacity;  6) blank values-  7) artifact
 formation; 8) compatibility with analysis method; and 9) cost and availability.  Teflon-membrane
 and quartz-fiber filters are most commonly used for the PM10 chemical analyses described above
 though cellulose-fiber filters  lend themselves nicely to impregnation for absorbing gaseous
 precursors, and etched polycarbonate-membrane filters are best suited for microscopic analyses
 Specific choices  which have  been found to be  useful  in previous  receptor modeling source
 apportionment studies are:  1) Gelman (Ann Arbor, MI) polymethylpentane ringed, 2.0 urn pore
 size, 47 mm and 37 mm diameter PTFE Teflon-membrane filters (#R2PJ047  #R2PJ037) for
 mass by gravimetry, elements by XRF or PDCE,  and optical absorption measurements by filter
 ttansmission;  2)  Schleicher and  Schuell (Keene, NH)  1.2 Mm pore size, grade 66  47 mm
 diameter, nylon-membrane filters (#00440) for volatilized particle nitrate as well as total nitrite-
 5) Pallflex (Putnam, CT) 47 mm diameter quartz-fiber filters  (#2500 QAT-UP) for carbon bv
 combustion methods as well as water-soluble chloride, nitrate, sulfate, ammonium, sodium and
 potassium by 1C, AC, and AAS measurements; and 4)  Whatman 41 (Maldstone  England) 47
 mm diameter cellulose-fiber filters (#1441047) impregnated with adsorbing chemicals for sulfur
 dioxide and ammonia measurements.  These filters have been used primarily in the low-volume
 samplers described in Tables 2-1 and 2-2.  High-volume PM10 samplers  require 20 32 cm x

 fflt^ S5S?SS mteKS> °f WWch *" °elman Zeflu°r Tefl°a-membrane, 2 jun pore size
 filters (#F2996-25) have been most commonly used for elemental analyses and the Gelman
 quartz-fiber (QM/A) filters have been used for other analyses. The manufacturer's  identification
 numbers are important specifications  since only these  particular filters  have been found to
 acceptably meet the requirements  for chemical characterization in previous studies.

       As  noted in Section .2, filters require treatment and representative chemical analyses
 before ttiey can be used (Chow,  1987).  At least one filter from each lot purchased from the
 specified  manufacturers  should  be analyzed for all species to verify  that pre-established
 pecifications have been met. Table 3-4 tabulates filter acceptance test results between 1992 and

 t?% °f °V6H  ,° ^ f°r different fflterS' ^ m reJ6Cted for chemical  analys* when blank
 levels for individual species exceed 1 /^/filter.  Table 3-4 shows that blank values are verified
                  7 **?"*? **** l71?eS'   Each fflter sh°^ also be individually examined
                   dllCOl°ratl0n'  Pmh°les' Creases' or other defects«  T«ting of sample media
     n             ^* *« c°^e of a monitoring project.  In addition to laboratory blanks?
    to 10% of all samples are  designated  as field blanks,  and these  follow  all handling
procedures except for  actual sampling.  Sample pre-treatments may include-
                                         3-29

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        Pte-fmng of quartz-fiber filters. Quartz-fiber filters adsorb organic vapors over time
        Blank quartz-fiber filters should be heated for at least three hours at 900°C  A sample
        of each batch of 100 pre-fired filters is tested for carbon blank levels prior to sampling
        and sets of filters with carbon levels exceeding 1 Mg/cm2 are re-fired or rejected   All
        pre-fired filters should be sealed and stored in a freezer prior to preparation for field
        sampling.

        Washmgnvlon-membrane filters. Nylon-membrane filters absorb nitric acid over time
        Blank nylon-membrane  filters should  be soaked for four hours hi  0 015  M sodium
        carbonate then rinsed in DDW for 10 minutes, soaked overnight in DDW, rinsed three
        times in DDW, then dried in a vacuum oven at 60°C for 5 to 10 minutes.  Extraction
        efficiency tests have shown that the sodium carbonate 1C eluent is needed to remove
        nitrates from the active sites of the nylon filter* Sets of washed nylon filters with nitrate
        levels exceeding 1 /xg/filter should be rejected. Pre-washed nylon filters should be sealed
        and refrigerated prior to preparation for field sampling.

        Equilibrating Teflon-membrane filters. On several occasions over the past 10 years
        (e.g  Tombach et al., 1987),  batches of Gelman ringed Teflon-membrane filters have
        yielded variable (by up to 100 /^/filter over a few days) blank masses.   As the time
        between manufacture and use  increases, this variability decreases.  Since Gelman has
        minimized its long-term inventory of these filters and is manufacturing them on an as-
        ordered basis, this variability is being observed with greater frequency.  A one-month
        storage period in a controlled environment, followed by one week of equilibration in the
        weighing environment, has been applied in several studies, and  this  appears  to have
        reduced the variability to acceptable (within ±15 /Kg/filter for re-weights of 47 mm and
        37 mm diameter filters) levels. Sets of Teflon-membrane filters which exceed twice XRF
        detection limits for elements are rejected.
           reflts °f a11 ?!ter ***«*. chemical analyses, and visual inspections should be
                , ^ Wth *" 10t nUmberS'  A S6t Of fflter IDs is ^signed to each lot so that
a record of acceptance testing can be associated with each sample.
«» h,         I*!? 1Slge sec°ndary contributions to PM10, Whatman 41 cellulose-fiber filters
can be impregnated with gas-adsorbing solutions to collect gaseous ammonia and sulfur dioxide
Several impregnation solutions have been used, and these solutions differ with reTp* to fcet
Son CrP° n^ "^ f°f Ulations'  ^ criteria **** ™st be met by the impregnation
solution are:   1)   availability of pure reagents; 2) stability  of the  impregnation solution
composition before and after impregnation;  3) low degree of hazard or toxSty 4) Tack of
mterferences with other pollutants being sampled or with analytical methods; and' 5) mSna
effects of environmental factors such as temperature and water vapor content.
Ohira
         d
       and
                                       19?1; ^PP et **- 1986>> oxalic a«d (Perm,  1979-
                  -           and,LodSe' 1975), phosphoric acid, sodium carbonate  Perm
                acid (Stevens et a/., 1985) have been used as the active agent in the sampling
                                        3-35

-------
  of ammonia on a variety of substrates.  Citric acid impregnating solutions best meet the criteria
  described above.

        Fung (1988) tested the ammonia absorption capacity of Whatman 41 cellulose-fiber filters
  impregnated with 0. 13 pg of citric acid and 0.024 fig of glycerine. These filters adsorbed more
  than 4,000 /tg of ammonia with better than 99% efficiency.  Tests at temperatures ranging from
  -20°C to 25 °C and  at high and low relative  humidities showed sampling efficiencies  for
  ammonia in excess of 99%.

        Potassium carbonate  or sodium carbonate with glycerine has been used in impregnated
  filters for sulfur dioxide, nitric acid, or organic acid sampling (Forrest and Newman 1973-
  Johnson and Atkins, 1975; Anlauf et al., 1985;  Damn and Leahy, 1985; Hering et al ' 1993-
  Tanner et al. ,  1993).  The carbonate in the impregnating solution presents interferences to both
  the 1C and AC analyses of extracts from these filters, however.  In 1C, the carbonate interferes
  with the nitrate peak and broadens the sulfate peak. In colorimetric methylthymol-blue analysis
  the reaction of the MTB-Ba complex  needs to be acidic and the carbonate raises the pH  Steps
  can be taken to alleviate these in the preparation of the filter extract prior to analysis.

       Triethanolamine (TEA) has been used as an absorbent for nitrogen dioxide and to
 measure aerosol  acidity (Dzubay  et al., 1979). When used as a solution in a bubbler TEA is
 \ ? ',1 ™ e£iva*ent method CNo.  EQN-1277-028) for monitoring nitrogen dioxide.  Alary
 et al. (1974), Ohtsuka et al.  (1978), Gotoh (1980), and Knapp et al. (1986) have applied TEA
 solutions  to filter media such as Whatman 31 chromatographic  paper  for the collection of
 nitrogen dioxide.  The TEA is usually mixed with glycol or glycerine to improve its absorbing
 capacity (Doubrava and Blaha, 1980).  Peroxyacetyl nitrate (PAN), organic nitrates, and sulfu?
 dioxide are also collected by this substrate,  and the nitrogen-containing compounds will appear
 as nitrate during analysis. TEA oxidizes in air and light, so impregnated  filters must be stored
 in the dark in sealed containers.

       Practical impregnation solutions consist of:

       •  25% citric acid and -5% glycerol (balance being water) for ammonia sampling.

       •  15% potassium carbonate and 5% glycerol solution (balance being water) for sulfur
          dioxide sampling.

       •   25% TEA  and 5%  ethylene glycol (balance  being  water) for  nitrogen dioxide
          sampling.

       •   5% sodium chloride (balance being water) for nitric acid sampling.
cm  H                f?ters'  cellulose-fiber filter disks are immersed in the impregnating
solution for approximately 30 minutes. These disks are then removed and placed in clean Petri
slides for drying in a vacuum oven for five to ten minutes.   One  hundred of


                                         3-36

-------
 impregnated filters are immediately sealed in polyethylene bags and placed under
 for later loading into filter holders.  One sample fromeach tot'of citric .£S£
 to ammonium analysis prior to use.  One sample from each lot should be extracted and analyzed
 prior to field sampling to assure that filter batches have not been contaminated.  It is also useful
 to  analyze  each  filter for a  component of the impregnating solution  (e.g., potassium on

                               ^ t0^ *-mteIS "-•*« •-£*- «

 3.6   FUter Analysis Protocol

       The selection of appropriate analysis methods, filter media, and sampling hardware must
 be complemented with detailed sample handling and analysis procedures.  Figure  3-9 shows an
 example of the flow diagram for a typical PM10 sampling system.  This diagra^ also shows t^e
 chemical analyses on different sampling channels to which these samples are submitted  Figure
 3-10 shows  a flow diagram of the different operations which are applied in a typical aerSol
 ^  ^H    m°,mt0nng Pr0gram' ^ b°X represents a set of actions which must be taken
 as part of the overall measurement process. Flow charts such as these should be prepared prior
 o aerosol sampling for chemical analyses. They show precisely how samples are to be loaded
and which analyses they wi 1 receive.  This minimizes the possibility  of submitting samples to
the  wrong analyses when filters are returned  to the laboratory.
                                        3-37

-------
                                          n
                                                    D
                                                    E
                                                    N
                                                    U
                                                    0
                                                    E
                                                    R
                                                    S
 Single-stage
  Nucleopore
 Filter Holder
     (TQ)

Solenoid
Valve
                                        low
                                       Controller

                                       Ball
                                       Valve
                                                     73 1pm         120  1pm
                                                     Make-up Flow
                                                                 Teflon
                                                     Single-Stage
                                                      Nucleopore
                                                     Filter Holder
                                                         (TT)
               Ball
               Valve
                                                                       Solenoid
                                                                       Valve
Controller

Ball
Valve
                                                To Pump
                                            40 Elements
                                           from Na to Pb
Figure 3-9.   Flow diagram of the PM,0 sequential filter sampler (Chow et al,  1993d).
                                                  3-38

-------
                           Teflon filters
                                           Qiura filters
                                                           Nylon Filters
                                                                           Cellulose Filters
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                           Atomic Absorption
                              
-------

-------
  4.0   SAMPLING AND ANALYSIS STRATEGIES

  4.1   General Approach

        The preceding sections have identified different methods for PM10 sampling and chemical
  analysis.   These sections have emphasized that chemical analysis of PM10 samples mu^ be
  closely coupled with the appropriate sampling methods and filter handlmg procedSes  This

  "                         "** hto SpedfiC »* - be ^ «*• »

        The first  step  is to  determine  the specific monitoring  objectives.    Compliance
              lST8 aPri0mneilt' "ld C°ntr01 Strategy eval-tionJare the mostTonTon
           for PM10 non-attainment areas.  Compliance determination requires that PM10 mass
                 T' 6Ve7 **"* Mfa«  a U'S-  ^-designated reference or equvS
 sampler.   As noted in earlier sections, substantial  guidance has been given by U S  EPA for
 compliance monitoring, and  this is not repeated here. The important point to remember is that

         e    T C°m?ianCe m0nit0ring meth0dS iS n0t SUffi*ent to Provide «5£ a^enabfe
            ,H v '   I0111'6 aPP°rtionment  ^d co^ol strategy evaluation require cheS
          , so additional measures must be taken when these objectives are to be addressed

        The second step is to  determine which chemicals need to be measured and at what levels
 they are  expected.   When  source apportionment  is an  objective, it  is desirab e to oblat
 chemicals winch are present  in the sources which are suspected of contributing ^o PM 0   TabS
 4-1 identifies several source  types  which are  commonly found in PM10' non attainment area

 S?t2?   J^ ? ChemiCaIS WhiCh "*  lmm t0 be Present fa ^ese 3ourcTimL"i
 This table can be used in conjunction with Table 4-2 to determine which methods should be
 applied to obtain the needed  measurements.                             metnoas should be
           P°tential c°ntributors ^ often be determined from emissions inventory summaries
     as that illustrated in Table 4-3. These inventories should include emissions TstinSSsfor
 suspended particles, carbon monoxide (CO), sulfur dioxide (SO^, nitrogenoxitoflST^i^
 organic compounds (VOCs), and ammonia (NH3), if possible.  The" gaseous pre?utors are
 needed  to  assess  whether or not secondary aerosol might contribute  to
S£T f %     C0nf Ct£d to °btain to**** maps ** soa conservation fu^eys  PerioS of
 illing  fertilizing, and grazing might be indicative of elevated emissions from mese activities
Local fire departments, the National Forest Service, the Bureau of Land"mgement and
fire management agencies can often supply information on local burning eveSs
                                        4-1

-------
 Source Type

 Geological Material
                                          Table 4-1
                        Typical chemical abundances in source emissions
 Dominant
Particle Size

  Coarse
 Motor Vehicle
   Fine
Vegetative Burning
   Fine
Residual Oil Combustion
  Fine
<0.1%
Cr
Za
~Rb
Sr
Zr






Cr
Ni
Y+









Ca
Mn
Fe
Zn
Br
Rb
Pb
K+
OC
Cl
Ti
Cr
Co
Ga
Se
0.1 to 1%
ci-
NOi
SO^
NHJ
P
S
Cl
Ti
Mn
Ba
La
' NHJ
Si
Cl
Al
Si
P
Ca
Km
Fe
Zn
Br
Pb
NOj
so4-
NHJ
Na*



Na+
NHJ
Zn
Fe
Si



1 to 10% > 10
OC
EC
Al
K
Ca
K
Ca
Fe



S
ci-
N03-
so4-
NHJ







K+
K
Cl
ci-



Ni
OC
EC
V




• «MM^^
Si










OC
EC










OC
EC





S
SO4=






                                           4-2

-------
 Source Type

 Incinerator
             Table 4-1 (continued)
Typical chemical abundances in source emissions

   Dominant                     Chemiral  Ahm
  Particle Size
 Coal Fired Power Plant
     Fine
Marine
                            Coarse
<0.1%
V
Mn
Cu
Ag
Sn





Cl
Cr
Mn
Ga
As
Se
Br
Rb
Zr

Ti
V
Ni
Sr
Zr
Pd
Ag *
Sn
Sb
Pb
0.1 to 1%
K+
Al
Ti
Zn
Hg





. NH4+
P
K
Ti
V
Ni
Zn
Sr
Ba
Pb
K
Ca
Fe
Cu
Zn
Ba
La
Al
Si

1 to 10%
NOj
Na+
EC
Si
S
Ca
Fe
Br
La
Pb
S04~
OC
EC
Al
S
Ca
Fe



NOj
S04
OC
EC






>10?
sor
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OC
Cl






Si









Na+
ci-
Na
Cl






                                           4-3

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                         Table 4-3-
Summary of 1989 emissions inventory in the San Joaquin Valley*
V* '"•-- — —•••••» * vintjt A^UT j i
Soeciesb 1
Source
Stationary Fuel Combustion
(agricultural, oil & gas production,
petroleum refining, other manufacturing,
industrial, electric util., other services
& commerce, residential)
Stationary Waste Burning
(agricultural debris, range and forest
management, incineration)


Stationary Solvent Use
(dry cleaning, degreasing, architectural
coating, asphalt paving, printing, consumer
products, industrial solvent use)

Stationary Petroleum Processing, Storage,
and Transfer
(oil & gas extraction, petroleum refining
and marketing)

Stationary Industrial Processes
(chemical, food, agricultural, mineral and
metal processing, wood and paper
industries)

Stationary Miscellaneous
Processes
(pesticide application, farming, construction
and demolition, road dust, unplanned
fires , waste disposal, natural sources)
Mobile On-Road Vehicles
(light duty passenger, light and medium
duty trucks, heavy duty gas and diesel
trucks, motorcycles, and buses)

County
North San Joaquiif
Fresno
Central San Joaquind
Kern
All
North San Joaquin0
Fresno
Central San Joaquind
Kerfl
All
North San Joaquin0
Fresno
Central San Joaquind
Kern
All
North San Joaquin0
Fresno
Central San Joaqumd
Kern
All
North San. Joaquin6
Fresno
Central San Joaquind
Kern
All
North San Joaquin0
Fresno
Central San Joaquind
Kern
All
North San Joaquin6
Fresno
Central San Joaquind
Kem
All
TOG
2.2
1.0
0.9
33
37.1
16.4
2.5
8.4
2.3
29.6
33.4
24
12.2
15
84.6
8.8
24
3.2
430
466.0
3.6
3.9
0.8
0.4
8.7
74.5
230
19.7
78
402.2
65.1
35
23.9
29
153
ROG
1.2
0.5
0.5
10
12.2
12
1.0
6.1
1.6
20.7
31.6-
22
11.4
13
78.0
4.3
12
1.9
300
318.2
3.2
3.8
0.7
0.3
8.0
29.4
16
17.3
33
95.7
59.6
33
22.5
27
142.1
NO.
17.5
18
5.2
160
200.7
0.3

__
0.3
-
—
—
0.1
0.8
0.9
3.4
5 5
•/ **J
8.9
0.1
0.4
1.1
3.4-
5.0"
99
47
40
56
242
SO. CO
3.5 17.6
8.9 5.6
1.5 8.9
20 . 37
33.9 69.1
109.3
5 4
J.*T
63
15
192.7
0.2
-
0.2
0.1
03 0 ^
V/.J \JfJ
1.4 0.2
1.8 0.5
5.3
i «
i fmj "
0.9
— 0.2
6.8 1.1
9.3
28
75
220
332.3
9.4 460
4.9 230
4.1 174
6.0 200
.24.4 1,064
I
3
0
14
'
6
1
21

I
J

;
0.
24;

14.1
235
290
180
280
985
10.3
' 5'4
4.6
6.7
27.0
                         4-6

-------
                                                 Table 4-3 (continued)
                            Summary of 1989 emissions inventory in the San Joaquin Valley*
                                                 (Annualized Tons/Day)
 Source

 Other Mobile Sources
  (off road vehicles, trams, ships, aircraft,
   mobile and utility equipment)
 All Sources
County

North San Joaquinc
Fresno
Central San Joaqumd
Kern
All
                                            North San Joaquin6    229
                                            Fresno
                                            Central  San Joaquind   80
                                            Kern
                                            All
TOG
24.2
11
10.9
10
56.1
129
130
80 .
fa)
39
ROG
22.9
11
10.2
9.8
53.9
164
99
70
400
733
NO.
33.2
23
21.3
21
98.5
153
95
67
240
555
SO.
3.9
2.3
2.0
2.0
10.2
22.4
18
7.6
30-
78
CO
137
73
51
55
316
734
340
369
530
1,973
PM,n
6.2
=2.8
2.5
2.3
13.8
272
310
196
300
1,078
 2 California Air Resources Board, 1991.

 b Species:
          TOG:  Total Organic Gases, compounds reported as equivalent amounts of methane (CH4), containing hydrogen and
                                          one or morc other elements-  ™ese include methane>
                              iC Gases'.comP°'mds reP°rted » equivalent amounts of methane (CH4) including all organic gases
                              ^Vr165 SUCh " methane "d IOW m°leCUlar WdSht hal^nates. ROGs are relatively reactive
                and are the most likely precursors of photochemical aerosol.                                       *=•«-" vc


                                          6qUiVaIent aaawas ofNO» mcludinS nitric oxide (NO) and nitrogen dioxide (NO2)


         SOX:   Sulfur Oxides, reported as equivalent amounts of SO2, including sulfur dioxide (SO,) and sulfur trioxide (SO3).

         CO:   Carbon Monoxide, a pure species that is reported as equivalent amounts of CO.
             °:  SSE HM:°' P^idet ta *" ° l° 10 Mm aerodynamic size r^ that are emitted in a liquid or solid phase  This
                mcludes dust, sand, salt spray, metallic and mineral particles, pollen, smoke, mist,  and acid fumes

'• San Joaquin, Stanislaus, Merced, and Madera  counties.

d King. and Tulare counties.
                                                       4-7

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         Micromventories are also helpful for identifying potential contributors and the chemical
  species which correspond to these contributions (Pace, 1979). Microinventories include detailed
  surveys and locations of vacant lots, storage piles, major highways,  construction sites, and
  industrial operations. These are plotted on a map with notes regarding the visual appearance of
  each potential emitter. For example, if several streets near the sampling site are extremely dirty
 . this observation is recorded and photographs are taken. Street sweeping locations and schedules
  are obtained.  Roads in the vicinity of sampling sites are classified with respect to  the" type  of
  traffic on them and whether or not they have sidewalks and paved shoulders.

         Expected emissions  cycles should be examined  to  determine  sampling periods  and
  durations.  For example, residential woodburning will usually show up on samples taken during
  the night whereas agricultural burning will usually show up during the daytime. While these two
  source types may be indistinguishable based on their chemical profiles, their diurnal  cycles will
 provide convincing evidence that one or the other is a major contributor when both activities
 occur simultaneously  As Table  4-1 shows", particle size is of value in separating one source
 from another  Particle size fractions, chemical  analyses, sampling frequencies, and sample
 durations need to be considered because more frequent samples,  or samples taken at remote
 locations, may require a sequential sampling feature to minimize operator costs.  Shorter sample
 durations may require a larger flow rate to obtain an adequate sample deposit for analysis. The
 types of analyses and size fractions desired affect the number of sampling  ports and different
 niter media needed.
 ,*««•  ?* ^ ^ IS  t0 C3l'Ulate ** expected amount of deP°sit on each filter for each
 chemical species and compare it to typical detection limits for the analyses being considered
 The references in  Appendix A provide typical concentrations which can be compared with
 detection limits for the flow rates and filter sizes of different sampling systems.  Urban samples

             ^     81*, f°r ***** With fl°W rates as low as ~20  10° */min flow rates f<* 24-hour
          to obtain an adequate deposit.  The analytical laboratory  should be involved at the
                                                                  «** -thods, filter
        -
and 2-2 i
            fOUrth SteP JS l°  apply' Create'  adapt' or Purchase the sampling system  which
                 C°St-e,ffeCtive ** reliable means Meeting the monitoring needs  T*les£l
                several sampler designs which have been applied to PM10 studies  Some of

                           WWCh C3n alS° detennine «« with <* Vo sLdar"  in
                      however,  especially those with many contributing sources unknown
                       1111                                    "                 "


       The final step is to create a written plan which specifies the study objectives samnlina
locations analysis methods filter media, sampling systen^, sampling frequences ^d dSS
nominal flow rates, methods and schedules for inlet cleaning, calibration and performance
                                          4-8

-------
  filter transport and handling procedures, database management system, data analysis methods
  and record keeping protocols. A representative flow diagram of sampling and analysis strategies
  is shown in Figure 4-1, while  Table 44 contains a typical outline for a ftudy plan  Such ?S

                                                                           to car^ out as
  hmvi  A *  Pr0af?n               describes an ideal program which may require several
  hundred thousand doUars to complete..  Such expenditures are often worthwhile when costly
  pollution control decisions must be made, since these decisions may result in tens of millions
  of dollars of expenditures.  These expenditures cannot always be justified without some pilot
  stodies using existing equipment and samples to provide screening analysis.   Sometimes these
  initial analyses canprovide information which is sufficient to design the desired control strategy
  and further measurements are not needed. The following sub-sections provide guidance on whai
  can-be done with different sampling and analysis configurations in a step-wise fashion


 4.2    Analysis of Archived PM10 Filters from High-Volume Samplers
 mrelv  t    ? f     ' J T* **** ** ^ without ** mtent of chemica* analysis can
 rarely  be used  to  provide defensible chemical  concentrations for source apportionment
 Chemical measurements are still useful in a semi-quantitative or qualitative sense to identify'
 though not o quantify, the  major source  types which contribute to high PM10 concenSns

 to ^f^me m?rSlte Va?b,mt?'  E1Cmenta1' 10n' «* Carbon ^lysis methods can be appHed
 to these filters subject to the limitations stated in- Section 3.  Archived 20.32 cm x  25 40 cm
 quartz-fiber  filters should be re-weighed prior to sectioning,  and the re-we^ should  b^
 compared with the final weight which was taken immediately following samplS   TOs WU1
         "                                                                     nitrates)
excess      0            ? *%** *?*"* ** th08C Which exhibited PM- concentrations in
excess of 150 Mg/m3   Filters  from all sites within the air quality management  area on an
exceedance day  should be examined, even though the PM10 standard may not be exceeded *
every site.  Differences in chemical content among sites,  coupled with kn^S£
-------
               I   Establish  Study Objectives    |
  Examine
 Emissions
  Inventory
   Review
Meteorological
    Data
     Assemble
  Historical  Mass
and  Chemical Data
                  Select  Sampling Locations
                             1
         Specify  Species  to
           be  Measured,
         Chemical  Analysis
           Methods,  and
            Filter Media
                 I
               Optimize
           Sample  Durations,
           Frequencies, and
              Flow  Rates
              I    Select Sampling System
                1
                             1
Specify
Data Management
and Validation
Procedures


Specify
Data Analysis
Methods


                           Prepare
                          Program
                            Plan
                       Conduct Study
Figure 4-1.   Steps in designing a PM10 source apportionment study.

                             4-10

-------
                                     Table 4-4
          Example of program plan outline for PM10 measurement and modeling
  1.0    INTRODUCTION
                                          c
        1.1    Background
        1.2    Objectives
        1.3    Overview

 2.0    AIR QUALITY IN THE STUDY AREA
       2,1
       2.2
       2.3
       2.4
       2.5
  Emissions
  Meteorology
  Atmospheric Transformations
  Historical PM10 Data
  Implications for PM10 Study Design
 3.0   DATA ANALYSIS AND MODELING
       3.1
       3.2
       3.3
       3.4
       3.5
       3.6
       3.7
       3.8
       3.9
 Data Evaluation   -
 Descriptive Air Quality Analysis
 Descriptive Meteorological Analysis
 Source Profile Compilation
 Emissions Inventory
 Receptor Model Source Apportionments
 Trajectory Modeling
 Secondary Aerosol Modeling
 Case Study Descriptions
4.0   PROPOSED AMBIENT MONITORING NETWORK
      4.1
      4.2
      4.3
Sampling Sites
Sampling Frequency and Duration
Sampling Methods
5.0   EMISSIONS CHARACTERIZATION
      5.1
      5.2
      5.3
      5.4
      5.5
Emissions Activities and Microinventories
Geological Source Profiles
Motor Vehicle Exhaust Characterization
Residential Wood Combustion Characterization
Other Source Characterization
                                    4-11

-------
                             'Table 4-4 (continued)
        Example of program plan outline for PMW measurement and modeling
 6.0   LABORATORY OPERATIONS

       6.1    Substrate Preparation
       6.2    Gravimetric Analysis
       6.3    Light Absorption
       6.4    Elemental Analysis
       6.5    Carbon Analysis
       6.6    Filter Extraction
       6.7    Ion Analysis
       6.8    Specialized Analysis

 7.0    QUALITY ASSURANCE

       7.1    Standard Operating Procedures
       7.2    Performance Tests
       7.3    Quality Audits
       7.4    Standard Traceability

 8.0    DATA PROCESSING, MANAGEMENT, AND CHAIN-OF-CUSTODY

       8.1    Data Base Requirements
       8.2    Levels  of Data Validation
       8.3    Continuous Data Processing
       8.4    Substrate Data Processing

9.0   MANAGEMENT, REPORTING, AND SCHEDULE

      9.1   Tasks and Responsibilities
      9.2   Resource Requirements
      9.3   Reports
      9.4   Schedule and Milestones

10.0  REFERENCES
                                     4-12

-------
        A quick examination of particle sizes on the filter under a reflecting microscope can often
  reveal whether or not the particles are truly PM10 or are the result of inlet re-enlin^ent o?
  ^ge Particle conjunction.   A large proportion of particles exceeding 10 microns^lcates
  that there  may  have been  a  problem with the sampling system,  and that  the  elevated
  concentration may not really represent high PM10  levels in me atmosphere at *e time of
 4.3    Planned High-Volume PM10 Sampling
          tv
                                amlyses wiU be aPPlied to some or aU of the 20.32 cm x
                          U8Cd 'm a *&•**** PM10 sampler, the following precaution^
                                                        blank concentrations shou^te
the
       for    h h                                                        ons sou
       for each chemicd to be quantified. Each box should be labelled when it is received from
     vendor and one filter from each box should be submitted to the same chemical analvS

 erf WhlCh ^ ^f aPPliCd t0 aU fflters'  If «» blank levels ^^SStTrfS
 expected concenttations  for any of the chemical concentrations to be analyzed  the box should
 be returned to the manufacturer.  Specifications of maximum tolerable S^^SS
 agreement will offer the opportunity to obtain replacements at no additional.

                    W?Ch CSn be mated t0 ** h^votame PM10 sampler should be obtained
         f-hiflldBlll0aded USing gl°Ved hands ^ a Sbora^ settmg  Each £
 should be fo ded ni half with the exposed side inward and stored in a Zip-lock bag  The' e bags

                                   Wlth ** C0°
      High-Volume and Dichotomous PM10 Sampling
4.4
ooor foe1e,'     quartz-fiber filters used ^ high-volume sampling are especially
poor for elemental measurements owing to the penetration of particles into the filter and hi ah


j=g
                                       4-13

-------
 reference samplers, compliance can be determined from either sampler.  All filter media should
 undergo the acceptance testing, handling, and storage procedures described earlier.
 4.5    High-Volume or Dichotomous PM10 and Continuous PM10 Sampling

        A continuous TEOM or BAM can be operated along with a high-volume or dichotomous
 PMI(, sampling system. This configuration is most useful when short-term events, such as fires
 or windblown dust, are hypothesized to be major contributors to excessive PM10 concentrations
 The dichotomous sampler using Teflon-membrane filters is preferred, since this allows particle
 size as well as elements and mass to be measured. When the TEOM is equipped with the bypass
 channel, a quartz-fiber filter can be taken simultaneously  with the hourly measurements to be
 analyzed for ions and carbon.  If a high-volume PM10 sampler with a quartz-fiber  filter is- used,
    ^ bypass should use a Teflon-membrane filter for elemental analysis.
 4.6   Sequential Filter Sampling

       When high PM10 levels are suspected to result from multi-day buildup of a variety of
 sources, it is desirable to have daily samples available which can be submitted to analysis
 High-volume and dichotomous PM10 sampling can be applied to this task, but this  requires
 someone  to  change the filters at midnight every night, or several  samplers  and a timing
 mechanism to switch between them.  Manpower and equipment costs can become prohibitive
 Many sampling sites have limited space and cannot accommodate a large number, of sampling
 systems. In this case, Sequential Filter Samplers (SFSs) using Teflon-membrane filters for mass
 and elemental analysis and quartz-fiber filters for ion and carbon analysis are a good choice.
 The SFS can also be applied to situations where more than one sample per day is needed to
 bracket emissions events with samples amenable to chemical analysis.  In this case  two to six
 samples of four- to twelve-hours duration are taken sequentially and analyzed separately for the
 desired chemical species.


 4.7    Saturation Sampling

       There may be cases where  one or more source categories  are  identified as major
 contributors to elevated  PM10, but the chemical profiles of specific emitters are too similar to
 differentiate them from  each other.  In this case, the portable survey samplers using  Teflon-
 membrane filters can be located within and around the suspected emitters (Watson et al   199lb)
 If the objective of the study is to characterize fugitive dust sources, mass and elemental' analyses
 are sufficient to separate this source category from others by receptor modeling Many past
studies have  applied the portable survey  sampling approach to characterize the impact of
residential wood combustion.  In this case, collocated samplers with Teflon-membrane and
quartz-fiber filters are required for full chemical speciation. The remaining geological source
                                        4-14

-------
                                             t0 Mentify **locations of sPec^ emssions
4.8    Denuder Difference Sampling

       In cases where  secondary ammonium sulfate and  ammonium nitrate are
contnbutors, one or more sites should be operated to obtain precursor TnceSoi of     c
acid and ammonia gas (e.g., Chow et al, 1993a). In the extern United Stat? TuTfuric^dd
te aSThm ^ ***** COmP°nents'  * «• Cation, denuder meSs can
be applied to obtain accurate measures of the secondary aerosol and the precursor sase^ These
SS? ^ me™ntS  ShOUld be  accomP^ by collocated tL£^*£'££
hurmdity measures  so that equilibrium receptor models (e.g., Watson et. al   1994a) can be
                                                                          4      o
                                      4-15

-------

-------
  5.0   SUMMARY
  o r^                         ofus?lspended P3*10168 * necessary, along with the application
  of receptor models, to apportion ambient concentrations to their sources for the development of
  l^TJ^°n^ 'T8- • ^ dOCUment identifies CUirent technology for the sampling and
  analysis of PM10 and its chemical constituents on filter deposits.

        Particle  sampling  on filters  is the most  practical  method  currently  available  to
  characterize fce sizes and chemical compositions of PM10 and its sub-fractions.  Ambient aeroso°
  sampling systems consist of a combination of monitoring hardware, filter media, laboratory
  SSSl:  *£ QP?T8 pr?.cedUreS which m  specifically tailored to different monitoring
  objectives.  No single sampling system can meet all needs, and it is often necessary to adap*
  existing sampling components to the specific situation being studied.  Examples  of successful
                        °!mter dep°SitS Cann0t be separated from me methods used to obtain
        fc               ChemCal ""fr*8 requkes strinSent attention to choice of filter media
 sample handling, sample storage, and to the sampler used to  obtain the filter deposits   mS

 svst^s ££" 1S Hmtended ^ S°UrCe aPp0rtionment recePtor modeling, sequential samp^g
 systems, particle and gas sampling systems with denuders,  portable samplers,  dichotomous
 samplers, or a combination of several samplers may be needed.                   ""wmous
                                                                                These
                              mechanical dev*e used to acquire the sampj The laborato^
 analyses to be applied, the type of filters which are amendable to those analyses  the mSmum
 deposits needed on these filters, the sampling hardware  which extracts polXaSs SHE
 atmosphere  onto the  filters, and the procedures which assure the accuracy  prcci^on  and
 validity of the acquired atmospheric concentrations must all be considered

                                                                                 S
improvements which should be incorporated into future plans.             Y             fy
in
                                                        identlfied to provide
                                         5-1

-------

-------
  6.0 REFERENCES
  Ahfterg  M.S  and  F.C.  Adams  (1978).   "Experimental  Comparison of Photon and
  Partxcle-Induced X-Ray Emission Analysis of Air Particulate Matter."  X-Ray Spectrometry ,
      '/' *£ Bourbon» P- Chevin, c- Delaunay, J. Escalassan, and J.D. Lepert (1974)  "New
         ^ Detennmation of Nitrogen Dioxide in Polluted Atmospheres Derived from the Griess-
 Saltzmann Method."  Water, Air, Soil Pollux., 3:555 (in French).
          Ar                    ' H'L Schiff' G'L Mackay> R'D- Braman'
      )-, / ComPffon of T^66 Methods for Measurement of Atmospheric Nitric Acid and
 Aerosol Nitrate and Ammonium." Atmos. Environ., 19(2):325-333.

 Appel  B.RPColodny, and JJ. Wesolowski (1976).  "Analysis of Carbonaceous Materials
 in Southern California Atmospheric Aerosols." Environ. Sci. Technol., 10:359-363

 Appel, B.R.,  E.M. Hoffer,  E.L. Kothny, S.M.  Wall, M. Halik, and R.L. Knights (1979)

              ?3 °98aCe°US Material inS°Uthern California Atmospheric Aerosols-2 "  Environ.
 Arinc F   L. Wielopolski, and R.P. Gardner (1977).  "The Linear Least-Squares Analysis o
 X-Ray Fluorescence Spectra of Aerosol Samples Using Pure Element Library Standards and
 Photon Excitation/  In X-Ry Fluorescence Analysis of Environmental Samptes, T.G. Dz^bay
 Ed. Ann Arbor Science Publishers, Ann Arbor, MI,  p. 227.                      ^»ay,

 Barnes, B.A., WJ. Roddy, and J.C. Pheasant (1988).  "Beta Attenuation Monitoring for PM10 "
 fc Transactions,  PM1Q:  Implementation of Standards, C.V. Mathai and D.H. Stonefield  Eds
 Air Pollution Control Association,  Pittsburgh, PA, pp. 157-170.            ^oneneia, fcds.
          r ^ M' ^1OT (1,988)- "^ PartiCUlate RecePt0r Modeling * LM Vegas Using
          Gaseous and Particulate Source Profiles." In Transactions, PM10:  ImplementatioTof
Standards, C.V. Mathai, Ed. Air Pollution Control Association, Pittsburgh, P/, p^ 518 -530
ofd" °iH' LUf ^^ POM' °' Pteinmg' and P' **&* <1979)- '"^e Size Distribution
of the Urban Aerosol in Vienna. " Sci. Tptal Environ. , 13:245-261 .
                         L-F< P°rter' A-E" ***** «* FJ' Toth <1978)-  "Analysis of Air
                        mxo&zphy:    Comparison with Accepted Methods."   In Ion
Chromatographic Analysis of Environmental Pollutants,  E.  Sawicki  JD   Mulik  and F
Wittgenstein, Eds.  Ann Arbor Science Publishers, Inc., Ann AtS ? MI  ppls-76
                                       6-1

-------
 Buzzard, G.H. and J.P. Bell (1980).  "Experimental Filtration Efficiencies for Large Pore
 Nuclepore Filters."  /. Aerosol ScL, 11:435-438.

 Cadle, S.H., P.J. Groblicki, and D.P. Stroup (1980a).  "An Automated Carbon Analyzer for
 Particulate Samples." Anal.  Chem., 52:2201-2206.

 Cadle, S.H., G.J. Nebel, andR.L. Williams (1980b). "Measurements of Unregulated Emissions
 from  General  Motors'  Light-Duty Vehicles."   Document 790694, Society  of Automotive
 Engineers Transactions, 87:2381-2401.

 Cadle, S.H. and P.J. Groblicki (1982).  "An Evaluation of Methods  for the Determination of
 Organic and Elemental Carbon in Particulate Samples."  In Particulate Carbon: Atmospheric
 Life Cycles, G.T. Wolff and R.L. Klimisch, Eds. - Plenum Press, New York, NY,  pp. 89-109.

 Cahill, T.A. (1980).  "Proton Microbes and Particle-Induced X-Ray Analytical Systems " Ann
 Rev. Nucl. Particle Sci., 30:211-252.

 Cahill, T.A., R.A. Eldred, P.J.  Feeney, P.J. Beveridge, and L.K. Wilkinson  (1990)   "The
 Stacked Filter Unit Revisited." In Transactions, Visibility and Fine Panicles, C.V. Mathai Ed
 Air & Waste Management Association, Pittsburgh, PA, p. 213.

 California Air  Resources  Board (1991).  "Emission Inventory  1989."  Technical  Support
 Division, California Air Resources Board, Sacramento, CA
                                                 '                         ©
                       o™      'C- Henderson> RJ- L*. P-K. Hopke, andG.M. Sverdrup
(1989).  The Use of CCSEM and Microimaging to Study Source/Receptor Relationships "  In
Transactions: Receptor Models in Air Resources Management, J.G. Watson  Ed  Air& Waste
Management Association, Pittsburgh, PA, pp. 39-58.

Chan, T. and M. Lippmann (1977).  "Particle Collection Efficiencies of Sampling Cyclones-
An Empirical Theory." Environ. ScL TechnoL, ll(4):377-386.

Chan, M.C.. K.C. Moon, and J.C. Chow (1990).   "PM10 Monitoring in the San Joaquin
Valley." Document AV-FR-89/6121, prepared for San Joaquin Valleywide Air Pollution sLy
Agency and the Western  States Petroleum Association by AV Projects, Inc., Monrovia, CA.
         MA
               : Wa^°n' ^ E; Moore (1980>-  Automated Ammonium Analysis Procedure
                             6000-215., Environmental Research and  Technology,  Inc.,
                                        6-2

-------
ss                                           .
Document 8086. 1D2, prepared for State of Nevada by Desert Research tattote^So,
        Protection Agency by Desert Research Institute, Reno NV.
      fs*JW£s ~
Department of Environmental Quality, Portland, OR.

                       6-3

-------
 Chow, J.C., L.C. Pritehett, Z. Lu, B. Hinsvark, and S. Chandra (1989d). "A Neighborhood-
 Scale Study of PMjo Source Contributions in Rubidoux, CA, Vol. HI: Chemical Mass Balance
 Receptor Modeling Results." DRI Document 8707.1F3, prepared for South Coast Air Quality
 Management District by Desert Research Institute, Reno, NV.

 Chow,  J.C.  and  L.W.  Richards  (1990).    "San  Joaquin  Valley  Air  Quality  Study
 (SJVAQS)/Atmospheric Utility Signatures -Predictions and Experiment (AUSPEX) Monitoring
 and Analysis for Aerosols and Visibility Volume I: Program Plan."  DRI Document 8743.IF
 Prepared for Pacific Gas and Electric Company, San Francisco, CA,  by Desert Research
 Institute, Reno, NV.

 Chow,  J.C., J.G. Watson, J.L. Bowen,  C.A. Frazier, A.W. Gertler, B. Hinsvark, and K F
 Fung (1990a).  "Laboratory Operations Manual for the California Acid Deposition Monitoring
 Program: Sampler Pretreatment, Sample Preparation, and Chemical Analysis."  DRI Document
 8068.1F4,  prepared for the California Ah- Resources Board, Sacramento,  CA by the Desert
 Research Institute, Reno, NV.

 Chow, J.C., J.G. Watson, R.T. Egami,- C.A. Frazier, Z. Lu, A. Goodrich and A. Bird (1990b).
 "Evaluation of Regenerative-Air Vacuum Street Sweeping on Geological Contributions to PM,
 J. Air Waste Manage. Assoc,  40:1134-1142.
                                                                              Mo-
 Chow, J.C., J.G. Watson, D.H. Lowenthal, L.C. Pritehett, and L.W. Richards (1990c)  "San
 Joaquin Valley Air Quality Study Phase 2:  PM10 Modeling and Analysis, Vol. I:  Receptor
 Modeling Source Apportionment." DRI Document 8929. 1FS  prepared for San Joaquin Valley
 Air Pollution Study Agency c/o California Air Resources Board by Desert Research Institute
 Reno, NV.

 Chow, J.C., J.G. Watson, J.L Bowen, C.A. Frazier, A.W. Gertler, and B. Hinsvark (1990d)
 Laboratory Operations Manual for the  California Acid Deposition  Monitoring Program-
 Sample Pretreatment,  Sampler  Preparation, and Chemical  Analysis."   Final Report  DRI
 Document 8068. 1F4.  Prepared for California Air Resources Board, Sacramento,  CA. '

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                                       6-28

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-------

-------
             APPENDIX A



SUMMARY OF PM10 STUDIES AND DATA BASES
                A-l

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                                   TECHNICAL REPORT DATA
                            (Please read Instructions on the reverie before completing) '
1. REPORT NO.
   EPA-452/R-94-009
2.
                               I. RECIPIENT'S ACCESSION NO.
4. TITLE AND SUBTITLE
  -Guidelines For PM-10 Sampling and Analysis
  Applicable to Receptor Modeling
                                                            S. REPORT DATE
                                          March  1994
                              6. PERFORMING ORGANIZATION CODE
7. AUTHOR(S)
   Dr.  Judith C. Chow  and Dr. John G. Watson
                               I. PERFORMING ORGANIZATION REPORT NO
9. PERFORMING ORGANIZATION NAME AND ADDRESS
   Desert Research Institute
   P.O.  Box 60220
   Reno, NV  89506
                                                            10. PROGRAM ELEMENT NO.
                              11. CONTRACT/GRANT NO.
                                                              CR816826-02-01
12. SPONSORING AGENCY NAME AND ADDRESS
  U.S.  Environmental  Protection Agency
  Office of Air and Radiation
  Office of Air Quality  Planning and Standards
                              13. TYPE OF REPORT AND PERIOD COVERED
                              14. SPONSORING AGENCY CODE
  Air  Quality Management  Division  Research  Triangle Parl|,  NC  27711
15. SUPPLEMENTARY NOTES
  EPA  contacts:  Breda M.  Phillips and Thompson G. Pace, Program Development Section
                  Sulfur  Dioxide/Particulate  Matter Programs  Branch             _
16. ABSTRACT
  Chemical  characterization  of^Suspended  particles is necessary,  along with
  the application of receptor models, to  apportion ambient concentrations
   to their sources for  the  development of'emission reduction  strategies.
  This  document identifies current technology  for the sampling and analysis
  of PM-10  and its chemical  constituents  on  filter deposits.
17.
                                KEY WORDS AND DOCUMENT ANALYSIS
                  DESCRIPTORS
                                               b.lOENTIFIERS/OPEN ENDED TERMS
                                            c. COSATI Field/Croup
  Particulate Matter
  PM-10
  sampling methods
  chemical   analysis
  filter analysis
  receptor modeling
18. DISTRIBUTION STATEMENT

        Release  unlimited
                 19. SECUFUTY CLASS JTJiit Report)
                     unciassTndd
21. NO. OF PAGES
     149
                                               20. SECURITY CLASS (Thispage)
                                                  unclassified
                                                                          22. PRICE
EPA Form 2220-1 (R*v. 4-77)   PREVIOUS EDITION 19 OBSOLETE

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