EPA-450/4-84-021
Estimating PM10 And FP Background
 Concentrations From TSP  And Other
              Measurements
                       By

                 Pedco Environmental, Inc.
                   Golden, CO 80401
               Project Officer: Thompson G. Pace
            U.S. ENVIRONMENTAL PROTECTION AGENCY
                 Office of Air and Radiation
            Office of Air Quality Planning and Standards
               Research Triangle Park, NC 27711

                    August 1984

-------
This report has been reviewd by the Office Of Air Quality Planning And Standards, U.S.
Environmental Protection Agency, and approved for publication as received from the contractor.
Approval does not signify that the contents necessarily reflect the views and policies of the
Agency, neither does mention of trade names or commercial products constitute endorsement
or recommendation for use.
                                 EPA-450/4-84-021

-------
                            CONTENTS
Figures
Tables
     Introduction

          Background
          Purpose
          Scope
          Organization

     Methodology and Data Base

          Evaluation Procedure
          Qualifying Predictive Models
          Adjustments to Ranking
          IP Network                     .
          Other Data Sets

     Description of Estimating Methods

          Method 1—Dichotomous sampler data
          Method 2—TSP times constant ratio
          Method 3—Nearby suburban residential site
            data
          Method 4—Nearby suburban value times TSP    ,  ,
            TSp                                    rural/
               suburban
          Method 5—IP sulfates and nitrates at suburban
            residential site times constant ratio
          Method 6—TSP sulfates and nitrates at back-
            ground site times constant ratio
          Method 7—-Size selective inlet (SSI)  times
            constant ratio
          Method 8—Max 24-h background value as constant
            ratio of corresponding annual average
            concentration
          Method 9—Max 24-h IP times constant ratio
          Method 10—Linear function of visibility
            (extinction)
          Method 11—-Linear function of (visibility + TSP)
          Method 12—Default values for FP in the west
          Method 13—Average of values obtained from
            two or more of the above methods
 v
 v
 1
 2
 2
 4
 5
 6
 7
10
12

16

16
17

19

19


19

20

21
21
22
22
21
24
24

26
                               ill

-------
                      CONTENTS  (continued)
4.
Results
          General observations
          Observations by method

5.   Conclusions and Recommendations

          Ranking of predictive methods
          Procedure for adjusting background concen-
            trations
          Other considerations for determination
            of PM1Q background
          Recommendations for additional work

References

Appendix A  Calculations for selected background
              estimating methods
Page

 27

 28
 32

 36

 36

 38
 40

 41

 43


 45

-------
Number
                             FIGURES
          Median Annual Visual Range at Suburban/Nonurban
            Locations in the United States
                                                  Page
                                                  23
Number
  2

  3

  4

  5


  6

  7
                             TABLES
Methods of Estimating PM-_ and FP Background        3


Available IP and FP Data Sets                       9

Summary of EPA's IP Network Data                   11

Summary Data from Nine SURE Sites                  13

Summary Data from Western Particulate
  Characterization Study                           14

Summary Data from PEDCo's Compilation              15

Predictive Equations for Estimating Background
  IP and FP                                        28

Standard Errors of Estimate for Predictive
  Methods                                          30

Methods for Estimating Size-Fractionated
  Particulate Background Concentrations            37
                                v

-------

-------
                             SECTION 1
                           INTRODUCTION

 BACKGROUND
      This document  has  been  developed  in response  to  the  recog-
 nition  that  there may be  a number of States  revising  their  State
 Implementation  Plan (SIP)  for  particulate matter  (PM)  in  light of
 the  recently proposed revision to the  National  Ambient Air  Qual-
 ity  Standards  (NAAQS) for PM1Q.   State and local agencies need a
 method  of estimating  background for size-fractionated particulate
 as part of SIP  development for PM1Q and fine particulate  (FP).
 The  method for  estimating background concentration that is
 specified in Federal  regulations  (Section 51.13c)  is  to use a
 concentration measured  at a  nonurban site in or near  the  analysis
 area that is unaffected by nearby emission sources.
      Most regional  monitoring  networks contain  one or more  desig-
 nated background hivol  sites.   However,  there are  relatively few
 size-fractionated particulate  samplers measuring PM.n  and FP
 compared with those measuring  TSP;  and almost all  of  the  former
 are  in  urban locations.   Therefore,  states may  not have direct
 measurements of PM10  or FP background  available when  they prepare
 their SIP's.                                      .
      This document  provides  information  on how  to  estimate  a PM
 background value from other  measurements  when PM.. _  monitoring
 data  are not available.   Two time  frames  are considered,  annual
 and  24-hour  (denoted  herein  as high  24-hour).   The  discussion
 relating to  the 24-hour situation  should  be  thought of  as a means
of adjusting a 24-hour Total Suspended  Particulate  (TSP)  or
 Inhalable Particulate (IP) background  observation  to PM.. _ for use
with  a  24-hour design concentration; and  likewise  for the annual
 situation for adjusting an annual  TSP  or  IP background  to PM.. .
 for use with an annual design concentration.
10

-------
PURPOSE
     The purpose of this  study  is to evaluate several indirect
methods of estimating PH,Q and  FP concentrations at background
locations from other available  measurements, and to rank these
alternative methods according to their ability to accurately
estimate background levels in diverse geographic areas.  FP is
included in this document because it may be helpful in estimating
the long range transport component of measured data or in
determining the causes of visibility impairment.
     The methods evaluated are  based on relatively simple rela-
tionships that might be shown to exist (e.g., PMTA annual average
= constant percentage of TSP annual average).  The methods to be
evaluated are listed in Table 1.  Further descriptions of them
can be found in Section 3.
     Several of these methods have been examined previously for
predicting PM.. n and/or FP concentrations at any location, not
                                  1-3
just at remote nonurban locations.     The present effort has
attempted to use or build on these past analyses, rather than
arbitrarily selecting possible  predictive models.

SCOPE
     As indicated in Table 1, several different background esti-
mates are desired—annual average (ann av) PM--, high 24-h PM,0,
ann av FP, and high 24-h FP.  In this analysis, the observed max
24-h data are used to develop the high 24-h methodology.  In
practice the 24-h background may not be based on the max concen-
trations.  In addition, a further breakdown of these previously
mentioned four background concentrations into regionally-gener-
ated and long-range transport components would be of value in the
SIP development process.  However, with the resources available
to the present study, this additional breakdown of estimated
background concentrations was not attempted.
     The 13 methods in Table 1  are evaluated separately for their
ability to predict each of the  four background values, or as many

-------
TABLE 1.  METHODS OF ESTIMATING
                                                AND FP BACKGROUND
Estimating method
1.
2.
3.
4.

5.

6.
7.

8.
9.
10.
11.
12.
13.
Use dichotomous IP data, adjust total
IP to PM1Q
TSP at background site times constant
ratio
Use IP data from nearby suburban resi-
dential site
IP at nearby suburban residential site
times ratio of IP to TSP values at
surburban background sites
IP sul fates and nitrates at suburban
residential site times constant ratio
TSP sul fates and nitrates at background
site times constant ratio
Size-Selective Inlet concentration at
background site times constant ratio
Prediction of high 24-h value as con-
stant ratio of corresponding ann av
concentration
High 24-h IP times constant ratio
Linear function of visibility (extinc-
tion)
Linear function of (visibility + TSP)
Default values for FP in the west
Average of values obtained from two or
more of the above methods
Background levels
for which applicable
Ann av
PM10
X
X
X
X

X

X
X



X
X

X
High
24-h
PM10
X
X
X
X

c


X

X

c
c


Ann av
FP
b
X
X


X

X




X
X
X
X
High
24-h
FP
b
X
X


c




X
X
c
c

X
  The "high 24-h" methods are applicable when exceedances of the short term
.  NAAQS are of interest.
  Direct measurement obtained from IP dichotomous sampler.
c.
  Inadequate data available to evaluate.

-------
of the four to which the method  is applicable and for which ade-
quate data are available.   It  is possible that different methods
may be recommended for estimating the different background
values.

ORGANIZATION
     Evaluation and ranking of the 13 methods were performed
primarily on the basis of how  closely the background values
predicted by each method match a set of measured background
values from EPA's IP Network.  "Closeness" of the predictions is
to be determined by the standard error of estimate  (the standard
deviation of differences between measured and predicted values).
The evaluation/ranking system  is described in detail in Section
2.
     The lack of PM   and FP background data is a problem not
only for the states in preparing their SIP's, but also for use as
a comprehensive data base for the present analysis.  The small
data base, low concentrations at background sites  (near the labo-
ratory analytical thresholds), differences in sample handling and
analysis procedures inherent in a national data set, and signifi-
cant seasonal variations found in fine particulate all contribute
to increased standard errors for the estimating methods.
     Because of these deficiencies in the available data base,
some qualitative factors are also considered in evaluating and
ranking the methods.   The calculated standard errors and judgmen-
tal adjustments are presented in Section 4, Results.
     In the final section, Conclusions and Recommendations, the
acceptable predictive methods are ranked for each type of back-
ground concentration.

-------
                             SECTION  2
                    METHODOLOGY AND  DATA  BASE
METHODOLOGY
Evaluation Procedure
     The procedure used to evaluate alternative background predic-
tion models must be capable of ranking them in some sort of
systematic manner.  Consequently, the procedure should be equally
applicable to all methods and capable of being employed consist-
ently to different types of data sets  (e.g., TSP data, SO, data,
visibility data)„
     Previous work has been done in evaluating methods of esti-
mating inhalable particulate  (IP) and FP concentrations at any
location based on other available particulate air quality
data. ' '   One means of comparing different methods in this
previous work was by their standard errors of estimate, S
                                                         y,x
     The standard error of estimate is simply the standard devia-
tion of the differences between observed (measured) and predicted
values in a paired data set, or the average difference adjusted
for degrees of freedom.  In this case, the observed values are
either annual average or 24-hour IP or FP values at background
sites and the predicted values are from the various estimating
methods.   In equation form,
                          V
z(Ym-y
   n-k
         = Measured concentrations,Mg/m
         = Concentrations predicted by estimating method, yg/irT
       n = Number of data pairs
       k = Degrees of freedom lost (1 if method is a ratio of
            values, 2 if method is linear regression equation)
                              • 5

-------
      To facilitate comparisons between methods,  the standard
 error of estimate can be expressed as a percent  by dividing by
 the mean measured value of IP or FP:   S   /Y .   Two separate
 tests of the variation in S  x with IP and FP levels have both
 shown that the errors are proportional to IP and FP values rather
 than a constant error for all levels  of IP and FP.2'3  Therefore,
 the percent standard error values are as representative a measure
 of  performance as the absolute S  x values and are more directly
 comparable.
      The lower the percent standard error for an estimating meth-
 od,  the more precise it is.   This evaluation procedure  appears to
 satisfy all  the requirements  specified above—it is systematic,
 can be used  to rank the alternatives,  can be used with  all meth-
 ods,  and can be employed with any type of independent data sets.
      There  is always the danger of "overprediction" when the same
 data  set (group of background sites)  is used to  derive  the stan-
 dard  error  that was used to establish  the predictive relation-
 ship.   Therefore,  other data  sets besides the EPA IP network have
 been  located and used where possible  to get  an unbiased measure
 of  standard  error for each method.  These independent data sets
 are described later in this section.   They are particularly
 important for statistically-derived models to demonstrate  that
 the models are  applicable  to  different situations  (i.e.,  loca-
 tions)  than  the  ones  from  which  they were developed.
 Quantifying  Predictive  Models
     As  indicated  in  Section  3,  all the predictive  models  are
 relatively simple.  For methods  which  require a  constant ratio to
predict  the  PM1Q or FP  background value,  the  constant can  be
obtained either  from  the slope of -a linear regression analysis or
 from the average ratio  of  individual data  pairs.    If  the con-
stants produced by  linear  regression and  the  average  ratio  have
approximately equal predictive ability  (as measured by  percent
Sy/x)/ the average ratio is preferable because it  is  simpler to
calculate and does not  contain the y-intercept term.

-------
     The IP and FP estimation models evaluated in previous stud-
ies all had equal or better predictive abilities with average
                1 °
ratio constants,. '   In the present study, the average ratio was
used almost exclusively to quantify constants for predictive
models.
     Stratification of data, usually by geographic area, with
different constants for each subset, has also been used in previ-
ous work to improve a model's overall predictive power.   Con-
stants for each subset are obtained in the same manner as above
and the model or method is still easily evaluated by the percent
S    procedure.  Because of the small size of the data bases for
 y ,x
background sites, the only stratification that was performed in
the present study was dividing sites into eastern (E) and western
(W)  subsets.  This was routinely done in evaluating each estimat-
ing method.  The division between eastern and western sites was
generally along the Mississippi River.  Stratification by E/W is
based primarily on the distinctly different sulfate and visibil-
ity levels observed in these two areas.
     If the percent standard error is not substantially reduced
by stratification or if the constant ratios for the E/W .subsets
are not significantly different, there is no reason to use strat-
ified data.  The appropriate statistical test to determine wheth-
er the constants for the two subsets are significantly different
is the t-test for difference between means (two-tailed), in which
the difference in constants must be greater than the appropriate
tabled t-value times the standard deviation of the difference in
means in order to be significant:
               RE -
{t
>
                                             w
Adjustments to Ranking             •
     The standard error of estimate provides a readily computa-
ble, systematic procedure for ranking all the background esti-
mating methods.  As with most strictly numerical rating systems,

-------
it cannot be easily  adapted  to  accept nonquantitative  input.
Therefore,  some manual adjustments  to the rankings according  to
S    have been made  based on such other considerations as:
 y/x
     1.   Maintaining a consistent  order of methods  for the four
          background values  being estimated  (ann av  PM.n, high
          24-h PM1Q, ann av  FP, high 24-h FP).         1U
     2.   The potential for  measurement error is large for the
          substitute air quality measurement.
     3.   Predictions depend heavily on the site designation
           (e.g., suburban residential) assigned to the data set
          used in the method.
     4.   The method is only applicable in the east  or west.
Whenever an adjustment of the rankings reported in Section 4  is
made, it is noted and reasons for the change are given.

DATA BASE
     Four different  data sets that  have at least one year's IP
and FP data from sites with  a wide  geographic distribution were
identified:
          EPA's IP network  (5/1979 - 12/1982)
          Sulfate Regional Experiment  (SURE) sites
          Western Particulate Characterization Study
          Previously published particulate data compiled in a
          1982 PEDCo report
Sampling methods, tine periods, site locations, and other infor-
mation on these four data sets are summarized in Table 2.
     Samplers in these networks were originally designed to
produce sample fractions <2.5 pm  (FP) and 2.5 to 15 um  (coarse
fraction of IP), although subsequent evaluation of the SURE
samplers indicated a wind speed-sensitive upper cut point that
averaged closer to 10 um than 15  pm.  However, the point to be
emphasized is that there are no large-scale long-term data sets
with direct measurements of PM1Q.  Analyses of the PM,0 to IP
ratio performed to date show a fairly consistent relationship, as
discussed in Section 3.  Variations in the results for these
earlier studies can be attributed to the different data bases

-------

























oo
1—
UJ
oo

^C
1—
<£
a

a.
u_

Q
2:
 00
re
O






Cu
*•_<

^
a.
UJ








I/)
o
»r—
4->
OO
•r—
i-
QJ
4->
CJ
re
s-
re
jr
0





s-
QJ
c^
-M
O

»»
ift
•P—
3
o
•«J I*"*""
r^*.
•
-t->

^
E
0
QJ
i_
O
QJ
re
4->
to

E O
S- «53-
QJ
4->
CO
QJ
^j

00




•
00
•
*""*

E
s- cr>
QJ
4-2
to
re
UJ




QJ
•o
•r- LO
S <£>
E t — 1
O
»^-
4->
03
•z.

a££
s-
0

MSX Jj_^
S- QJ
O E
5;
4J E
QJ •r-
c~
to
4- QJ
O 4^
•^"
E 00
O
•r- l«-
4-> O
re
u •
0 0
"" .^









re
CM <:
r^ ^









^^
i — ^ oo re
E S. -D QJ
•r- « E S-
re o. re re
0 E r-
*J r™1* i (
•* re QJ
QJ E O 00
•*-> O *r- in
o -r- > re
E 4-> S_ i—
QJ re QJ o
o^ ^y (/•) ^^-^


•Q
1 E
QJ .r- -SS-
T3 M- O
00

E 4-^ f~~
re re
O"» <^ ^3 E oo
S- QJ O i—
3 E "^ QJ
E CD CD >
O •!- QJ QJ

Q.
4-J QJ E
3 JT QJ re
JD rsl
o -r- s_ re
«4-J S- O QJ
VO E QJ <4- S_
,— 1 fO >,4-> ro
JO I — O tO
s_ r— re r— E
s re s- QJ re
E 3 re > «">
O OO P** QJ SM
2: 3 U i — 3
H-
00 O
QJ
4-> E
•r- O
OO •!-
4->
"& re to
E O QJ
3 O 4->
O i—>r-'
S- CO
CD S-
,NI^ ^^ "C3
C-J H— C
*t3 n
.Q (Q O
•f™" t-
l«- S- CD
O QJ ^>£
4-3 CJ
« •!- re
o s- jp
^ °


E
QJ
4-> QJ
0- - S

U +J QJ
i— •<- o ja
O TD J=
> o v> en •*
•r- * -r- QJ P-~ CM
IXI t""! O E CTi
OO -i—^-l

•o
3 re
o
•r^ IX"5
t- r*^-
re cri
> T— 1

«— 1
w

o
QJ <— I CM
E U- U_ !•>•»
O CO OO O
^^ 4^

CT>

*^^
j*^.

i r---
QJ t^
D-^^*. i~™"
CO O
J= > U.
4-> E -I- CO

'aa o s- co s-
>u_u_ Et-t^ s-o
•r- CO CO 1 ~v> O <4-
3: t— i to O t-
•O i— 1 00
X O <=t
•i- -i- O CM


4J CM
O CO
-E 4-J O CT>
1 — 00 •(-> <— <
O **~ g"
> *O O CT> s- «3-
•i- •!- r^ QJ CM
' ~T" •* Ci CTi ^^
^-H '«-!.£.'
OO QJ
00 >> t_>
re QJ
2: o
•a '
o

SM.
QJ .
a.
4->
E CD
QJ . - E J=
E -.,_:.
D. 4-> -
•r- re JE .
3 S- 4->
O" QJ CD
QJ a. E
O QJ
CD i—
E .*:
•i- S- QJ
i— a. o t—
Q. co a. Q. 3: ex
E t— i— • u. 4-> E
re QJ re
co 2: co








to
3
o
•r—
S.
re
>









_%x
CD
QJ
^g
^^^
CM














et
2:






>,
re


t—
4->
vo

>>
S-?

>
UJ




QJ

^^ Y^
u re
E <—
QJ ••-

cr >
QJ re
s-
M- re
4->
CD re

•r—
r— S-
CL QJ
E ^~
ro 4-»











O O to O
2: 2: QJ z:
>-













o o o o

















00 O O O
QJ 2: 2: 2:
>-










to to 01 to
QJ QJ QJ OJ
>->->->-





to
QJ I/I
3 QJ

i/i re •!—
E > 00
O QJ
•r- CO E 4-J
4-> 4-> re re
ro ro JD S-

4-5 3 Br—
E i— JQ E
QJ re 3
o 3 in •>
E "O QJ
O ••— >>4-=
u > jo re
•^ S- 4_
x -o re r—
re E a> 3



   •  S-
  QJ  QJ
 r— •(->
 JD f—
  re -r-
  re "o
  >  QJ
  re -^
      o
 4-»  re
  o 4->
  E  to

  II   II
     co
ro

-------
                                                     10
                                                        concentra-
used.  There appears to be support in the literature for use of a
corrected IP value as an acceptable measurement of PM
tion.6'7
IP Network
     EPA's IP Network data were selected as the primary data set
for several reasons.  These data were collected at sites nation-
wide with uniform equipment and procedures, and have been sub-
jected to fairly rigorous validation both internally and by
external users.  The single characteristic of the data base that.
sets it apart from the others available is that it contains all
the other simultaneous sampling data needed to test the proposed
estimating methods, i.e., suburban sites in the same regions as
nonurban sites, sulfate and nitrate data, and hivol and SSI data
at the same sites as dichotomous sampler IP data.
     Sites in the IP Network were selected as reasonable back-
ground locations based on firsthand knowledge of the sites'
surroundings.  Most were classified as rural or remote in their
site descriptions, but a few were listed as suburban residential
because they were located in developed areas.  With a few excep-
tions, the 16 sites identified as background sites were not
influenced by local sources but were impacted slightly by their
proximity to an urban area.
     The IP Network data extracted for use in the analyses were
days on which both TSP and dichotomous sampler IP and FP concen-
trations were reported.  Available data extended from mid 1979
through 1982, but sites and equipment were generally not active
for that entire period.  Because of the intermittent nature of
the simultaneous TSP-IP data, a single summary rather than annual
summaries was developed for each site.  These total sample sizes
were generally in the range of 30 to 70 samples, consistent with
the number of samples in an annual data set for a continually-
operated site sampling every sixth day.  Summary data for the 16
IP Network background sites are presented in Table 3.
     These data had already been subjected to an EPA validation
process.  The few outliers found are already removed from the
                               10

-------
               TABLE 3.  SUMMARY OF ERA'S IP NETWORK DATA9
Site
Mountain Brook, AL
Carefree, AZ
Litchfield, CT
Braidwood, IL
Marshall town, IA
Acadia National
Park, ME
Winnemucca, NV
Angola, NY
Research Triangle
Park 101, NC
Research Triangle
Park 102, NC
Medina, OH
Sauvie Is!., OR
Clint, TX
Seabrook, TX
Reston, VA
Sauvie 2, OR
Arithmetic mean, yq/m
No. of
samples
73
61
36
42
56
30
67
50
37
63
24
65
87
37
94
51
TSP
53.4
45.7
35.5
61.6
47.8
19.7
55.4
36.5
43.6
37.1
48.2
35.3
77.9
54.3
44.4
40.5
Total IP
28.0
23.3
16.2
27.1
31.6
12.7
29.7
26.5
23.7
23.6
31.3
27.6
49.6
33.7
27.5
27.0
FP
19.2
7.0
10.1
16.4
14.5
8.3
8.7
18.0
19.0
15.1
19.9
13.5
13.3
15.6
18.8
14.1
Max 24-h ,
concentration, yq/m
TSP
91.8
98.2
69.7
100.5
123.6
44.6
267.2
84.6
82.0
86.4
80.3
167.7
259.3
87.8
79.3

Total IP
55.0
68.0
67.3
68.6
80.2
38.0
158.5
59.8
40.8
60.3
49.8
76.5
181.1.
73.6
66.0
Not used
FP
37.3
12.1
55.8
38.6
23.0
33.1
21.3
48.1
31.3
32.4
40.6
43.0
31.0
43.1
49.5

Data are representative of samples taken during the time period May 1979-
  December 1982.   Actual data for each site are a subset of this period.
                                   11

-------
values shown in Table 3.  These deletions are the same as those
removed by other users and are based on the criteria IP/TSP >1.5
or TSP/IP >4 while FP/IP >0.6.2
     Other researchers have analyzed the IP Network data for re-
lationships between TSP and IP or FP. ' '   The earlier analyses
did not include 1982 data, which only recently were released.
Their data selection processes were also slightly different from
those used in the present study.  However, the important observa-
tion in this case is that the conclusions of these
size-fractionated particulate studies may all be generally con-
sistent largely because they are derived from essentially the
same data base.  In this analysis, a new subgrouping, rural
background sites, was considered for the first time.
Other Data Sets
     The three other IP/FP data sets identified are important as
independent data sets for checking the standard errors of predic-
tive models developed with the IP Network data base.  All three
were used for that purpose in testing some of the methods.
Because the other data sets did not have much additional simul-
taneous particulate sampling data such as TSP or SSI values, they
could not be utilized to evaluate all methods.
     Summary data for SURE, Western Particulate Characterization
Study, and PEDCo's compilation are presented in Tables 4, 5, and
6, respectively.
                                12

-------
                 TABLE 4.  SUMMARY DATA FROM NINE SURE SITES
Site
Montague, MA
Scranton, PA
Indian River, DE
Duncan Falls, OH
Rockport, IN
Giles Co. , TN
Ft. Wayne, IN
Research Triangle
Park, NC
Lewisburg, WV
15-month _
arithmetic mean, yg/m
TSP
22
58
35
42
55
43
40
36
30
IP
23
29
29
31
37
29
28
28
22
FP
17
18
19
20
23
19
20
20
16
Max 24-h -
concentration, yg/m
TSP
82
217
92
163
197
93a
101
99
66
IP
92
102
90
76
120
65
84
69
47
FP
68
81
63
47
86
51
61
50
53
a Removed value of 254 yg/m  as outlier according to criteria TSP/IP >4/l
  while FP-/IP >0.6.

Source:  Reference 1, pp. 6-8 and 6-9.
                                       13

-------
1
cn
3.
c_
» u_
-C C
4-> re
T a
CM 4-> C-
CU i— i
>- J

F^ s-
o
i—
frwH
ce:
UJ t!
H-
f_3 (.
C£ '.
ec
2: >• ro
0 1 £

UL> *r—
 re
«C I 1 O
Q r-^ -r—
CV 4-i C-
>- ". CU >-<
2p '' p
s; " 4J
2: f •!-
=3 * i-
co j re
Lf5 j
LU
CO
•a:




fO
** Q^
1 ••->
I •!—
1/5











«=T t--.
CM CM



IO CM
co r--





1—
	 . Q-
C-5
C£ "
3 QC
^" ^^
z.
**
to -i£
cn s-
c re
•i— O_
s_
Q. to
CO -
c
-s= 3
tO O
•r- S-
U. CQ



CO CO
«3- CO



>-• «3-
CT> CM
1—1









1 —
:>
h^
21 "
4_9
" S-
cu o
^^ ^^
fO S™-
_J -t-
cC
^t
-c re
a. 4->
3 re
2: 2:


vo
CM



t— (
VD





O
O

a.
z.

c
•r~
re
4->
c
3
O

^'
U
0
ct:



-•
•a-



LD
CM
T-H









1 —
2:

*
cu
re
_j

CU
c
•f-»
0
•o
CU
2:


cn r*^
CM CO



co cn
r-- co
»— <




c
CJ
1— #•
l_ w»
ID 4J
S-
- C
= C.
•P- S_
re -i—
4-> CC
c
3
O O
s: o

s_ re
ro 4->
"O i —
cu cu



•£. ^r
«sr CM



r~- co
r~- Ln
t— t







o
~*
-"^
" f—
G£ ^*£
3
^r^ ^
t/J
tn DC
s» .^
3 CU
C CU
CO S^
c«?
^.
CU 4->
CX «"•
Q. CU.
=2 CC


r~t &"t
f CM



cn r-<
1—1 r<
r— 1






r—

«\
Q_
Z.

C E
0 0
5^
" C
cu re
to o
re
ca cu
o
CO CC



un »— i
rr «a-



co cn
CO CM
CM ^-1







o
^9»
d^
r—
S "
0-
- 2:
4-J 2:
c
O 4->
Q. •—
S- CU
•r- >
CC CU
to .
c o
re o
•o on
s_
o
"3 I—


r- «a-
CM CM



CO 0
r~. co



O
CJ

w
,_ i

to
~ cu
Q- C
z: 3

i/i
•o -o
a £n
re re
<— CO
CI
O 4->
>, re
c: cu
re i-



CO CM
<3- CM



Lf2 CO
r-v. LO
1—1







r^
r^
^"^
s:
>*^
<- cu
B r-
re p—
o re
^>
r—
i— CU
•r— r—
*^~ CD
*"^
•o
•— cn
re •<-
CQ 02


LO CO
CM CM



•=i- O
U3 CO







r-J 21
•a. z.
9* ^
0- 2.


c c
o o
>^ ^*}
j^ j^;
re re

•o o
C 0
re ro
t3 U



cn cn
CM CM



O O
cn «s-
— <









(—
2:

«\
1— JZ
s: o
c
- re
s_ o:
cu
4-J tO
re -
5 r—
CU r—
3 CU
i— T3
CD O


cn «a-
CM «d"



CM CM
1 — CO
I— 1


r-4
^^

^
2!
2:
z cu

« 4-:
S to
•z. re
CJ
M
c re
0 E
c: NI
^3 CU
c
4-' 0
U. 2.



co cn
CO T-(



r*^ co
CM «a-
p— 4








CO >-
*g
OT
T5 -
O C_
O Z.
i 0,
cu c
•o o

•r— 1/1
rn s

cu •—
re cu
— i >-


CM CM
CO CO



CO «=9-
r^ C7^



NJ
,^

" S

•^ „
i ^ «^—
to S
CU
i- ro
O S-
u_ cu
^
"u *f~
CU 3
•p- O-

*!•* "^
S- £=
4-> re
cu s-
O_ CJ3



o cn
CO CM



O CO
CM r»-
i — t








3

** £*"*
-M OO
t_
O "
Q. CU
••- O
«C E

O to
p— 3
re C£
M-
3 4J
CQ s:


O CO
tn «a-



CM r-H
LO CM
<— 1 r— 1


IXJ

M
21

to
3

O
ro

•sC
CU
Q. "
•r- 2:
a. 2:

C O
O 4->
cn c
i~ O
O i—



CM CM
LO «a-



O Lf5
cn co









0 >-
co 3

•V »*
f^-^ J_)
3 i-
2: o
Q.
to S-
cu ••—
-a -=c
c
cc s-
cu
CU t3
ro re
_j _i


i —
CO



o
CO





2:


_r
^^

«
^
(•— %

i+-

^:
f ^
re
S



r^.
CO



Ln
CM












^.
•^

cu

c
ro
4-
re


4->



cn r~
CO «W



»-l VO
CM CSJ
i— i r— i


s:


Ct
a.
"Z.
to

J_
CU K

ro

CD
-0 -r-
JD O
V) CQ
ro 4-J



in co
CO CM



O cn
cn r*"^









^

^
2:
z.

cu >-
[ ^
3 "
CQ re
cn
i — O

to re
to s-
o ro
U_ CO
                                                                            CU

                                                                        ^:  3
                                                                        i-  c
                                                                        re  o
                                                                        Q. 2:
                                                                        ro  ro
                                                                        E  C
                                                                        O  O
                                                                        I!   II

                                                                        Q- 2:
 QJ
 cn
 3
u-
 cu
c£.

 CU
                                                                               re
                                                                               a.
                                                                               ro
                                                                       .(—     9pv
                                                                       p—     S_
                                                                       •o  c o
                                                                       r-  O E
                                                                       ••- -t- CU
                                                                       S 4-> S
                                                                            ro
                                                                       i — 4-J i —
                                                                        re oo re
                                                                        sz     sz
                                                                        o  s- o
                                                                       •^  CU -r-
                                                                       4J  CD4-)
                                                                        re  c re
                                                                       z  ro •z.
                                                                           az.
                                                                        u      n
                                                                            u
                                                                       C£     O-
                                                                       s co s:
                                                                               -
14

-------
               TABLE 6.	SUMMARY DATA FROM PEDCo'S COMPILATION
Site
Anaconda, MT
Dodge Rd., OR
Carus, OR
Lebanon, OR
Corvallis, OR
St. Louis 1, MO
St. Louis 2, MO
St. Louis 3, MO
St. Louis 4, MO
St. Louis 5, MO
St. Louis 6, MO
St. Louis 7, MO
Angola, NY
Sterling Forest, NY
No. of
samples
>200a
NS
NSb
>200a
>200a
>200a
>200a
>200a
60
60
60
60
NS
NS
Arithmetic mean,, yg/m
TSP
52.2
27.2
32.3
43.3
32.3
54
55
53
60
68 '
60
55
45.9
22.5
IP
39.3
14.7
NDC
ND
ND
31
33
29
40
35
34
28
33.0
15.9
FP
15.5
ND
16.2
13.1
15.5
16
17
16
ND
ND
ND
ND
ND
ND
  The actual number of samples for this site was not available in the ref-
     erence.  This value is a conservative estimate based on data in the
     reference and other project files.

  NS = Not specified,,
c ND = No data.     ,

Source:  Reference 4,, pp. 42-46.
                                      15

-------
                             SECTION  3
                DESCRIPTION  OF  ESTIMATING METHODS

     There  is  a theoretical  or  logical basis  for each of the
methods of  estimating background  described below.  None of these
methods were originally proposed  as  a result  of searching a data
set  for any possible correlation  between predicted and observed
background  PM10-   Instead, all  were  originally proposed on the
belief that they have some logical underlying physical basis.
Several methods in addition  to  the 13 described here were pro-
posed, but  judged  to be too  complicated or no data were available
with which  to  evaluate them.  An  example of a method which failed
on both counts is  synthesizing  a  background data set from two or
more sites  located on the perimeter  of an urban area by using the
concentration  from the site  that  was generally upwind of the
                                o
urban area  on  each sampling  day.
     For each  of the methods, a similar format has been employed.
Each subsection describes the basis  for the method, how it would
be applied, data requirements,  and problems that might be encoun-
tered.

METHOD 1—DICHOTOMOUS SAMPLER DATA
     Short  of measurement with  a  PM1Q dichotomous sampler, the IP
dichotomous sampler is the most direct measurement of PM,0 and
FP.  The main difference in  the two  samplers  is inlet construc-
tion.  Limited side-by-side  testing of the IP dichot and PM.Q
dichot samplers in the EPA IP Network has shown that the FP
fraction measured by the two samplers is the  same.  Several
researchers have analyzed these limited data; they have concluded
that there  is a fairly consistent relationship between PM,0 and
IP- ' '  '    Values cited in  these 1981 references for PM10 range
from about  70 to 90 percent  of IP.
                               16

-------
     The same da1;a set has been used in this study to evaluate
this predictive method, which is obviously a shortcoming.  These
annual data are sshown in Appendix Table A-1.
     If IP dichot data are available at a background site in the
region, they undoubtedly provide a better estimate of background
than any of the other methods described in this section, espe-
cially with the direct measurement of FP.
     The basic relationship to be evaluated for this method is of
the form:
          PM10 = K(IP)
    where PM,Q concentrations can be approximated by a constant
times the measured IP concentrations.
     An alternative measurement of IP can be obtained with a high
volume sampler equipped with a size selective inlet  (SSI) and
utilizing quartz filters.  This device was used in EPA'-s. IP.
Network and the inlet can be modified to measure PM-  directly as
with the dichotomous sampler.

METHOD 2—TSP TIMES CONSTANT RATIO
     Because of the large number of background sites with TSP
data, it would be desirable to estimate PM-n as a constant
                                                       10
fraction of TSP.   [i.e. with an equation of the form PM
K(TSP) ] .  This method has been investigated more than any of the
others.   FP and PM.  are both size fractions that are included
within the TSP sample, so there should be some correlation be-
tween TSP and either PM   or FP data at a given site.  However,
particles larger and smaller than about 2 pm are generated by
completely different mechanisms (sources), so there would not
necessarily be a strong correlation at different sites between FP
and TSP levels.                                     .
     The constant ratio between FP or PM-0 and TSP must be eval-
uated for both 24-h concentrations and annual averages.  In
testing for a relationship between maximum measured 24-h concen-
trations of a size fraction and TSP, several combinations of data
could be used :
                               17

-------
     Max  TSP  value  in  data  set  - Max PM,0  or FP value  in data set
     Max  TSP value  in  data  set  -  PM., n  or FP  value  on day of max
     TSP
10
     Max  PM1Q  or  FP  value  -  TSP  value  on  day of  max size  fraction
In general,  the concept  from the first of these  combinations  has
been used in testing.  Since the basic thrust of this  method  is
to calculate the  high  PM.J. 24-hour  value  from measured TSP  data,
this is the  only  combination that is practical.   Only  6 of  the  16
sites evaluated for  this method  had both  maximum measured values
 (TSP and  PM10  or  FP) occurring on the  same day.-   Consequently,
evaluation of  the second combination  (max TSP and measured  PM,n
or FP) would generally underestimate the  high PM-0  or  FP  value.
Alternatively, with  only TSP data it would be impossible  for  the
user to select the TSP value that would be associated  with  the
high PM1Q or FP value  (third combination).   With the first  combina-
tion the  analyst  would merely search the  measured TSP  data  for
the highest  measured value and apply the  conversion constant  to
calculate the  high PM--  or FP value.
     For  PM1Q, the ratio of  IP/TSP  was calculated for  the five
highest measured  IP  concentrations  at  each site.  In all  cases,
the highest  measured TSP concentration occurred  on  one of these
five days.   Next, the  average IP/TSP ratio was calculated for
each of the  five  highest days.   The mean  ratio (K)  for a  subgroup
of sites was then calculated from the  individual site  means.
     For FP  24-hour  concentrations, the ratios between the  highest
measured FP  and TSP  concentrations  were calculated  for each site.
Then the average  ratio (K) was calculated for each  subgroup  (E
and W) .
     The corresponding data  sets  for FP,  IP and  TSP were  pre-
sented in Tables  3 through 6.  Analysis results  are shown in
Appendix Table A-2 through A-4.
     The major problem with  evaluating this and  all subsequent
predictive methods is  the lack of PM-Q data.   Therefore,  based on
the results  of PM1Q-IP analyses,  IP has been  used as a surrogate
                               18

-------
for PM.- in all the evaluations of estimating methods  (except
Method 1).

METHOD 3—NEARBY SUBURBAN RESIDENTIAL SITE DATA
     It may be that the types of localized sources in  suburban .
residential areas primarily increase concentrations of large
particle-size particulates, but do not elevate IP or FP substan-
tially above background levels.  Thus, this method uses the sub-
urban residential IP and FP concentrations as estimates of back-
ground (i.e. IP background — IP suburban).  It is evaluated by
comparing the rural background measurements to suburban residen-
tial sites in the same analysis area.
     A problem with this method is the dependence of resulting
estimates on proper site designation and  on proximity  of the site
to large sources of fine or coarse IP-size particulate.

METHOD 4—NEARBY SUBURBAN RESIDENTIAL VALUE TIMES TSP    ,/
TSP                                                  ruraj.
   suburban

     Although the; activity-related fugitive sources that are dom-
inant in suburban residential areas might not raise FP concentra-
tions much above background, they probably have some impact on
IP.  One method to compensate for this impact, using available
data, is to reduce IP concentrations at a suburban site by the
ratio of TSP concentrations at the background and suburban site
[IP background = IP suburban(TSP rurai/TSP suburban^*  Obviously,
this method would only be applicable for  estimating IP background.
     A potential problem is that the method requires three separ-
ate concurrent peirticulate measurements to generate this esti-
mate.  Thus, the chance of obtaining an anomalous prediction is
tripled compared with a method th'at relies on only one particu-
late value.

METHOD 5—IP SULFATES AND NITRATES AT SUBURBAN RESIDENTIAL SITE
TIMES CONSTANT RATIO
     The hypothesis underlying this method is that sulfate and
nitrate concentrations at a suburban residential site  are
                               19               '•" •.-.•"'.

-------
probably less likely to be elevated over background levels than
are any of the other particulate measurements.  The unknown
factor is whether a consistent ratio of sulfates plus nitrates to
either IP or FP exists at sites in different geographic areas.
This evaluation should determine whether sulfates and nitrates
make up a fairly constant fraction of IP or FP.  The basic rela-
tionships to be evaluated are of the form: K =  (suburban IP SO. +
NO3)/background IP and K =  (suburban FP SO4 + NO,)/background FP.
     Insufficient sulfate/nitrate data for specific days that
corresponded with IP and FP data at background  sites were availa-
ble in the IP Network to perform this evaluation for max 24-h IP
or FP concentrations.  This also indicates a lack of correspon-
dence in the annual data, which injects another source of error
into the estimates.

METHOD 6—TSP SULFATES AND NITRATES AT BACKGROUND SITE TIMES
CONSTANT RATIO
     Hivols collect large particles and do not  fractionate them.
However, most sulfates and nitrates are fine particles and totals
for these two constituents should not be much greater in TSP than
in IP.  The major advantage of starting with TSP sulfates and
nitrates is that these samples are available at background sites,
negating the need for assumptions of uniform concentrations over
large parts of the analysis area.  The question of whether a
consistent ratio of sulfates plus nitrates (in TSP)  to IP or FP
exists at sites in different geographic areas is the same as in
the preceding method.  The equations to be evaluated are:  K =
(TSP SO4 + NO3 background)/IP background, and K = (TSP SO. +
NO3)/FP background.  Also, the lack of sulfate/nitrate data for
specific days precludes the evaluation of this method for max
24-h concentrations.
     An additional source of error in this method is sulfate
artifact formation (due to the adsorption of SO  and its oxida-
tion to SO ~)  on the hivol glass fiber filters.
                               20

-------
METHOD 7—SIZE SELECTIVE INLET  (SSI) TIMES CONSTANT RATIO
     The hivol with a size-selective inlet  (SSI) collects sub
15 um particles without providing an FP size cut.  Because of
apparent problems with artifact formation on the glass fiber
hivol filters, IP measured with an SSI is almost always larger
than IP measured with a dichot.  To maintain consistency, it is
recommended that SSI samples be taken on quartz filters.  For
samples taken on quartz filters the data can be treated the same
as for the dichot.
     If IP measurements taken with an SSI on glass fiber filters
are the only available particulate background samples for an
analysis area (an unlikely situation), they could be converted to
equivalent dichot IP measurements by multiplying by a constant
reduction factor  [i.e. IP background = K(SSI background)].  This
then becomes an estimating method for IP; it has not been eval-
uated for predicting FP.
     The annual factor  (K) was calculated for each of 10 sites
based on the average ratio of dichot IP/SSI concentrations for
simultaneous measurements.  Then the overall average factor was
calculated as the mean of the 10 individual factors.
     The 24-hour factor was calculated as the average ratio of
high dichot IP~. , /SSI_. .  for measured values.  The same
              24—h    24—n
rationale outlined for Method 2 was followed in the selection of
maximum measured values for this method.

METHOD 8—MAX 24-H BACKGROUND VALUE AS CONSTANT RATIO OF COR-
RESPONDING ANNUAL AVERAGE CONCENTRATION         .          ;
     If background concentrations are in fact primarily due to
long-range transport and local natural sources, the lognormal
distributions .of daily values at different sites should have
similar slopes and the ratio between a 98-percentile  (maximum
measured)  and annual mean value should be fairly consistent from
site to site  (i.e. K = high 24-h IP/mean IP).  This relationship
has been found for TSP and may be applicable to IP  .  The average
ratio for use in this model can easily be determined from the 16
background sites in the. IP Network.          :      ; .''-',.•-    •. '
-  ^  •   " :  ' .  '     ' '      *   '   21 "•  , .   ''-       '"    ".• "-  '• .

-------
     This method  is  only  applicable  to  the prediction of  high
24-h background values.   Also,  since this prediction is based on
a concentration that is already an estimate,  it will contain the
error in estimating  the underlying ann  av value as well as  the
error associated  with the ratio of max  to mean concentration.

METHOD 9—24-H IP TIMES CONSTANT RATIO
     Carrying the potential interrelationships among the  back-
ground values to  be  estimated one step  further, the high  FP
concentration may well be closely related to  the high IP  concen-
tration.  If the  high 24-h IP is predicted by a method not  ap-
plicable to FP values  (e.g., from SSI data),  the ratio between FP
and IP could provide a simple method for obtaining the high 24-h
FP value.  The basic relationship to be evaluated is of the form
24-h FP ^ K(24-h  IP).
     As with the  previous method, the average ratio to use  in the
model can be obtained from IP Network data.   Also, the predicted
FP value would be based on a concentration that is already esti-
mated.  This is not  likely to be a precise estimating method.

METHOD 10—LINEAR FUNCTION OF VISIBILITY  (EXTINCTION)
     Trijonis has recently published reports  which have indicated
high correlation  between  IP or  FP concentrations and concurrent
airport visibility-relative humidity readings. '    Originally,
the relationship  could only be  used  to predict visibility from IP
or FP data.   With recent  modifications, these predictive  equa-
tions now have reasonable capability of estimating IP and FP con-
centrations, both annual  average and daily values, from visibili-
ty data.  Much of Trijonis1 success  to date has been with data
for the eastern United States.   However, one  publication presents
a map with median annual  visual  range at suburban/nonurban loca-
tions across the United States  for use in estimating background
levels of fine particles.     This map is reproduced in Figure 1.
     The predictive models (annual average or max 24-h)  for the
eastern United States are:
                               22

-------
 to
 o-
 c

 c
 TO
J2
 i-
 3
X)
 CO
 oi  re

is
   •o
 c  o>
•i- +•»  IT)
 en
    o>
 na
 S_
 fO -r-
        Q.
       00
•> O   en
   t-   3
i— *->  ,ct
^3 ^J
Z5 O    **
c o

CO
T3
 CU
        c
        o
        OJ
        o

        3
        O
       GO

-------
                         IP = 23.8 + 8.7 B
                         FP=  8.4+7.5B
where  B  =  Extinction coefficient, in 104 m
         =  18.75/V,  where V is visual range in mi
The  standard  error  values that Trijonis obtained in developing
these  equations  are presented in  Section 4.

METHOD 11—LINEAR FUNCTION OF (VISIBILITY + TSP)
     In  his most recent  report, Trijonis has proposed  a  predic-
tive model based on visibility and TSP  data.3  This was  found  to
produce  lower percentage standard errors than either of  the  two
variables  tested alone.   The specific equations (for annual
average  or high  24-h)  are:
                    IP =  -0.7  +  0.55
                    FP =  -4.1  +  0.68
                              (17 B + 0.6 TSP)
                              (10 B + 0.3 TSP)
As with the preceding method,  these  equations were  limited by
Trijonis to use in eastern  states, but have been  evaluated on
both the E and W data sets  in  Section 4.   The equations  above
were applied to the  16  IP Network sites using visual range values
from Figure 1.
     While testing the  W data  sets,  it was noted  that the two
linear regression equations above consistently under-predicted
both IP and FP measured values.  Therefore, alternate equations—
still of the form IP =  a + b  (17 B + 0.6 TSP) and FP = a + b  (10
B + 0.3 TSP)—were derived  from the  relatively small W data sets
(primary plus independent data).  These alternate equations,
presented below, were then evaluated with  the W data sets:
     IP.. - -2.6 + 0.86  (17 B + 0.6 TSP)
              0 + 0.61  (10 B + 0.3 TSP)
3W
'w
     The results of evaluating this predictive methods are shown
in Appendix Table A-5 through A-7.

METHOD 12—DEFAULT VALUES FOR FP IN THE WEST
     After reviewing the FP data in Tables 3, 5, and 6, it became
apparent that background FP concentrations throughout the west
are uniformly low and vary over relatively narrow ranges in large

                               24

-------
 geographic areas.  One possible method of estimating background
 that has often been suggested is for researchers to provide
 single-valued concentrations that would be appropriate for desig-
 nated geographic areas.  By averaging the arithmetic mean FP
 values reported in the above-mentioned three tables and rounding,
 the following "default" values were obtained:
                6 Great Plains states   - 10.0 yg/m3
                8 Rocky Mountain states -  4.0 yg/m3
                3 Pacific Coast states.' - 13.0 yg/m3
      The resulting predictive method is to simply select the
 appropriate default FP background value based on the state in
 which the analysis area occurs.   The method is not expected to
 provide as precise an estimate as some of the other methods,  but
 the systematic evaluation procedure being used in this study
 permits it to be ranked with the others for comparative purposes.
 Should it prove to be reasonably precise,  default values could
 also be developed for IP and for high 24-h background concentra-
 tions.   This  method is expected  to  be less precise than other
 methods because the resulting values are  constants rather than a
 linear  regression equation  from  a line  of  best fit.
      The large  difference  in background concentrations  between
 the  Rocky.Mountain  states and other  western  states  should be
 noted.   The difference in concentrations is  even  more  striking
 when it  is between  the Western Particulate Characterization Study
 (WPCS),  as shown  in Table 4,  and western sites  in  the  IP  Network
 or other  studies.  One explanation for  this distinct disparity is
 that the  sampling equipment  in the two networks sample  different
 size ranges or with different efficiencies.  The WPCS employed
 stacked filter units and the  IP Network and other studies  used
 dichots.  Upon further investigation of extensive unpublished
 data, differences in samplers were rejected as the primary reason
 for the large deviation in ranges of concentrations.  Instead,
they are attributed almost entirely to siting criteria:  the WPCS
located its samplers in very remote forested areas such as
                               25

-------
National Wildlife Refuges, while the IP Network and other studies
generally placed background sites in nonurban locations at the
edge of urban areas.

METHOD 13—AVERAGE OF VALUES OBTAINED FROM TWO OR MORE OF THE
ABOVE METHODS
     In statistics, as more samples are taken from a population
and more sample means become available to estimate the true
population mean, the average of the sample means approaches the
population mean and the standard deviation of the sample means
decreases.  Analogously,  if two or more independent estimates of
background are averaged,  the resulting value should approach the
"true" background for an  area.
     Some preselection of the methods to be used in averaging has
been done so that a) the  averaging procedure is practical in
terms of input requirements and b) methods which have  low stan-
dard errors are employed.  Based on preliminary analyses results
from the best 2 or  3 methods identified  (lowest S  x)  were merely
added together and  averaged.  The method results to be added are
summarized as follows:
      ann  av
   IP   =1/3 [Method 2 + Method 6 + Method 11]
      max 24-h  IP = no equation
      ann av FP   =1/2 [Method 6 + Method 11]
      max
24-h FP = 1/3 [Method 2 + Method 8 + Method 9]
      Each of the component methods must be completed prior to the
 averaging.   The analysis of the averaging method is presented in
 Tables A-8 through A-10
 east.
                 This method is only applicable in the
                                26

-------
                            SECTION 4
                             RESULTS

     The predictive equations for each estimating method were de-
termined as described in Section 2.  The resulting equations for
predicting the four background values of interest are presented
in Table 7.  In cases where the equations for eastern and western
locations were significantly different  (at the  0.05 level), the
two stratified equations are shown.  Also, if a similar predic-
tive equation was previously reported in the literature, it is
shown in the table for purposes of comparison.
     It is important to note that, with the exception of Method 1
{use of IP dichot data) , all the equations or models estimate IP
rather than FM
              ln-
                   This situation occurs because measured data
are not available to check the predictive abilities of a model   :
for PM  •  To convert a predicted annual IP value to PM   ,  it is
recommended that the ratios 0.88 and 0.77 be used in the east and
west/ respectively.  Corresponding values for the high 24-h case
are 0.90  (E) and 0.78  (W) .  These four ratios, split by time
period and geographic area, agree better with data collected in
1982 in the IP Network than the previously-proposed IP times 0.90
or FP plus 0.80 IP.
     The data used to generate most of the equations in Table 7
are not shown in this report.  For example, no SSI data, sulfate
and nitrate concentrations, or suburban residential site data are
presented.  The primary reason for not including all these  data
sets is that different IP and FP data subsets from those shown in
Table 3 were employed in several of these analyses to obtain
correspondence and the required data presentation would have been
unwieldy and confusing.  The data and results for Methods 1,2,
11, and 13 have been summarized in Appendix A.
     The purpose of this study is to evaluate the Alternative
models in Table 7.  This evaluation has been done through the use
             • ' . ' "        '•'•'....' "27 '  '.-':.'•..''•'   '•',--' ;  ' •' ' .. :    •

-------





0.
u.

o
ry
•a:
o.
1— 1
a
§
§
8

C3

CD

*•"«
H-
i
1/5
LU
C£
O
LL.
in

0
h- 4
Sc
s
LU
LU
1 —
O
LU

Q-



*
LU
co
I—

o.
u"

JZ
O TT
— CM
| f-
C SC

g
u

ii
§
s
en
.AC
u
fa
JS Q-
1 ! u.
1? >
s*s:
ii-
t;
i.
o
w o.
c
o .^
•0 CM
1 3
a "en
•o HE
s
.p-
- ^
c_


1
O-
: 5
^




S




•a
|
Predictive i


CU
U.
•a
£
3
re
£





o.
u.
•ra
Measure






re re
a. o.
0 CO
en r-
O O
UJ3







re re
c. c.
C3 I--
co r-
d o
UJ 3


re
o

0.

o
c.
in
3
re
re
re
•a
o
u
a














•—•CM

^
O « •
U- ib-
CX. U £>
~~~
o^."o-
•*•"""""
er> co
cu • «
u. O O





— ~CM*
in — «
i-
0 • •
cu _i> "S
o re
o a. a.
•»»
crv co
a. • -
u. o o











J= -C
1 1
•C" *3"
CM CM
o. a.
CO ro
in CM
O O
UJ 3





<4_
at
Q. CuS-
on on
o co £
«T CM
• • O
O O f>
UJ 2 O




f~
1
CM
O.
1—
O





^^ CM
U- (4-
SS.
c. o. a.
on on on
vo vo vo
0 O O








0
£
TO
VI
c
0
u
tn
i
a.
i—
CM

C
C
re
tn
re i
on






EC
in i
o.
u.



> >
re re
c c
c c
V) 10
re re
v; aj
on on





__^
or
a.
H"
CC
C.
1—
sc ""or
on on
a. a.


01 ^-,
•" C
— re
tn jo

•— 3
re .a
H 5
c a.
a; on
•o I—
tn <••
s- s.
c s-
re a.
.a on
!- H-
3 —
J3 C
3 re
v» ja
i_
>> 3
"£ "§
re wi
at a.
" »



'


(*0

p^

tf
LU
o
tn
O







i



cr

m
o
+
of
c-
U3
m


i
c
o o
"O •<•"

t/i re
QJ Si.
!.
jburban
:onstant
V)
tn
rm-»
O
Z OJ
^
o •—
on re
•i»
in

re
c
re
1 O.
1 U.
o
CM
— .—»
oo



cJfe*
on on
o-n.
on on
(— H-
O 0
CM CO
• > 1
— « 1
UJ 2




>
t
•tr c
CM C
i on o.
on «-.
o co
CTl U?
O CM


•^^i,
O O
z: z:

•*- •*•
on on
a. c. i
on on
on
— i to on
co to
• • in
UJ 3 O
o

*•> c
i. 2

+* c
c o
re u
tn O i/t
S 5|
en
•*- re
O o "*
z u n
+ in j=
aj i
^* E ^~
O *•— CM O
on 4J •>-
Q- — •§> re
on on --. i_
h- on sr
10 f*. CO

«r «r c
CM CM C
a. a. re
r*. r«* re
do i
uj x on
—.
m

(41.
U
ce
co
in
I CO*
UJ



^
re
_
S
i tn
TO
i
on

_^
n
14-
QJ

CO
1 •
co
•t-
CO
. m
UJ

o

"re

^

c ^-
*•* J3
O ^»
U >
I °
a. Z>
— u
c
J= 3
1 ^
CM S-
re
en c
:n _i
en o"
re

c
re
in
re
OJ
on

*
m
n
o— • •
•-•m o
vo a> co
a.
•t— IO
T pno"oT
• on
LU o 3 )—



^
re
_
c
re
re
oo


+ ^*
CO CO

f^ f) r~.
in cj o
in ce co
+ a. -t- o.
on on
i • t •
O O
UJ 2





^^

_
IX)
O
O
u
c
01 Cu
c on
_j
r^



i

V)
i/) •»- in
c re re


o. o u
re >,—
i- u re
O o a.
t- C 0
O "~ 0
0 °. m'







i








i







OJ

*
V)
QJ

(— re
co t cr
in ^- c
• CM re
O o. o.
~«.r» O
-N 10 VO
UJO CM

*

<^
on »™^
co ^~-
Cu IO Cu
on .on
i— O s—
•t- C5
O
CM — < O
CM CO
~"o"5
UJ Z s-^







1


* 1— 1
—
co • on
• O H-

us
mo
CU O
on z -t-
t—
O on ^->
rn Cu m
w^0'







—
o
cu
3 •
r— a;
re >
> o
o
in
01 -o
en o
£5
CU CJ
> =
2
                                                                                  o.


                                                                                  •o
                                                                                   u
                                                                                   o
                                                                                   o
                                                                                   u
                                                                                  •o
                                                                                   01
                                                                                   i.
                                                                                   cu
                                                                                  •o
                                                                                     3J


                                                                                   QJ  C    t/1  to
                                                                                   en  (B    TO  GJ
                                                                                   OJ JD    LU  ^C
2B

-------
of standard errors of estimate calculated for each model.  The
standard errors of estimate, expressed as fractions of the mean
measured value  (S    /Y), are presented in Table  8.  For each
                 y, x  m
applicable method, S  v/Ym is reported first for  the data set
                    y ,x m
from which it was developed  (usually the IP Network), then for
any independent data set on which it was tested,  and finally for
any urban data sets reported in the literature.   Also, S   /Y  is
                                                        y,x  m
stratified by E and W subsets if separate equations are given for
E and W.
     With the exception of Method 1, the standard error values in
Columns 2 through 7 of  Table 8 represent only the prediction of
an IP background concentration and do not include the additional
error involved in converting the estimated IP value to PM ..
Similarly, the standard error values for Methods  7 and 8 do not
include a combined error term even though they require one esti-
mated background concentration as input in order  to predict
another background value.

GENERAL OBSERVATIONS
     As anticipated, the models for predicting annual averages
generally had lower standard errors of estimate than those for
predicting maximum 24-h values.  This result follows from the
statistical observation that measures of central  tendency can be
estimated more closely  than extreme values or single data points
in a distribution.
     Also, IP values were estimated more closely  than correspond-
ing FP values.  It is possible that much of this  added error is
associated with measurement problems with FP, especially at
background sites.  For many individual samples, the weight of FP
material collected on. the Teflon filter in 24 hours is only a few
times the error level of the gravimetric analysis procedure.  The
hydroscopic nature of the FP samples and lack of  bonding of the
collected particles to  the filter surface further increase the
measurement error.  The level of measurement error is indicated
in Table 8 by the standard errors of 0.21 0.17 in side-by-side
                               29

-------
sampling for FP with IP dicbotomous and PM'   dichotomous samplers
(Method 1 Columns 8 and 11).  The annual data from which the 0.21
value was calculated can be found in Appendix Table A-l.  Some
portion of the 0.21 value can be attributed to the different
sample sizes used in the analysis for the two samplers, as evi-
denced by the lower value obtained for the high 24-h IP analysis
using paired data (0.17).
     Although these two samplers have the same particle size
outpoint for FP, significant sampling imprecision does exist for
these small particles and related low concentrations.  It is
probable that collocated samplers of either type would show
equivalent imprecision for the FP measurements.  This is not an
indictment of either sampler or the basic sampling mechanism.
Rather, the combination of potential handling problems and the
small amount of collected mass for the FP fraction  (near the
laboratory measurement threshold) require that analyses of FP
data also consider the precision of the measurements.
     In contrast, the standard errors for PM._ are only 0.12, for
annual data and 0.07 for the high 24-h value, including the error
due to variability in
                        ...
                           to IP ratios from site to site  (also
Method 1) .'  A very important observation here is that several of
the predictive methods for IP have a S   /Y  in the range of 0.10
                                      y ,x  m
to 0.15, or about the same as the measurement error.
     The standard errors of estimate reported in the literature
appear to be about the same as the standard errors determined in
this study.  This result is partly due to the fact that IP Net-
work data have been the basis for all the analyses.  However, the
prior studies used mostly urban data, while the present study
employed primarily nonurban data. ' '
     The models that had significantly different equations for
eastern and western sites all had lower standard errors at the
eastern sites.  This result is hypothesized to be due to the
different major contributing sources to background particulate
concentrations in the east and west.  Eastern background is
presumed to be related to uniform, predictable variables such as
                               30

-------
co
o
o
3C
O
UJ
o:
UJ

I

I—I
I—

UJ

u_
o

oo
ce:
o
a:

UJ

o
a:

o

eC

00



CO

UJ

CO




X
c
QJ
t-
QJ
CL
f estimate
l-
O
1-
fU
•o
L.
C
4-»
V)






U-
CM
JZ
cn


O.
u_
C
C


CM
X

O-
ro
c
c



jr 3
O vi
1 C
QJ CD ro
"O -O 4->
C c ro
•— QJ XJ
CL
ro ro
•^ "^
I- "O
CL.
t- >>
QJ X)
4-> 4->
O *n
•M
1 C
QJ QJ ro
c n ro
r-t QJ ~O
CL
ro ro
E +•>
i- "O
Cu
QJ-01
JT 3
•4-* 4->
O *n
4-J
i C
c c ro
•— cu -D
Cv
E -5
••- ro
i- -o
QJ -0
o 
1 C
T3 X> *•*
•— t QJ "O
Gi-
ro *->
*»— XI
i-
O-
TD
O
i
QJ
U
QJ

in ' *5" *3"
i ^r . i i i i i i i .... i i
. M- O H- O **-
°CC UJC? UJ<£
ro co CO
«- CM •-*
I .{ 1 1 1 1 .11 III
o o o
UJ
l-s, O"v O CO **^ ""* ^* ""* ^~
f-(C\jcrtf^ rocsj*£> c\im
. . . i t i i • . . i iii >•
o oo o o oo oo
UJ 3: UJ 3c UJ H
o to *•* ••*
icocvi I i i * i i * * — ! • ' *
• * O **- O •*-
O O QJ CD
uj oc uj ce
vo f*^ oo co
1 .1 1 1 1 1 1 1 1 *>ll •
o ooo
LU DC UJ
JO
C\jCMf-~ ^" «-Hfn r-iCMCM^-
. . . | . ..| | | I .... I
OOO O OO OOO O
uj 3 UJ3: 3: 3
1—1 o^ CM ro o^ ro
ro CM ^3- CM
t . . 1 1 1 1 1 1 1 .... 1 1
o o . o **- o n- t
. O CM
O CM in cr> CM ro
i i • > i i ii.i i
0000 00
io oo m fo CM co
I . l^T , | | | I . <4- I I .... | II
OQJ OQJ ^»*-OM~
cr cc h QJ o>
f*^. . , O fO
- i .1 i r i it i .11 >.
0 0 0
UJ LU
CM iO O ro CO O ^^ f*-- • • CO f^-' O
T— t r-< 10 m "^ *~< to •— < <"• ro CNJ
. . . t i i ... i t
O'OOO.O OOO OOO
UJ 3 uj 3:^c
c: '
ro ic
O i C I o*n*J t i- T-
^-r'ro-O i-E u ro-r- O-^- > * O> ' o
in  at ro 3 Qj4->> in w- s- QJ ro >
3 c t- t- inoi EC ro cu o o >*no
•1-3 ro 3 4j.i— ro .E »- cuja
•o •*-> c t- *J -i- o" 4-» •*-> c o •»- c cro**- 3ro
ro *n eo D- * — - toin-f- me •«-*-> o 'O -~» a> O » —
c .Q't/ic -M ro c ro*-1 •*-l**-o_c rowi
o i- l— ro roi— roOOO rod. *•> 4-*tot-cu >t3
ro U 3 *— • J3 O ro i- SE •— U lit.*— O (Jt—^-Cn O,
4-) j2QJCt-Z«r- *J ! C C J C - **- JC
rom in 34-» «D3 4->4-» -fra in j=*Jj=:33-4-Sro O4-»
T3OQJ *n •»- JSJD^CC l_QJ ICI H- V-QjI- QJ
*->E •*- >•> 3 c>*-* *r- CM+J CMO t-4-» i-*J J Cn
j^ u'ro 3Q. to vt c • re jrc J=*J QJ^QJ.^-^ t-in i~E
U' o O. (D •«—  QJ O O- *-> t— * • . Oi o CT) ro C *i— C *f~ "^ i- QJ QJ O
O (— 3T<-« •— H- - «/J • 3! . 3! -J _JZ  4J


                                                                                                                              O t-  10 QJ
                                                                                                                              J- ID UJ 2
                                                                                                                              I- C
                                                                                                                              UJ «-•  H II


                                                                                                                             (O J3   UJ 2
                                                               3T

-------
sulfates, transport,  and visibility.  Western background is
possibly more  a  function of erratic,  specific-event variables
such as wind storms,  biological debris,  large-scale burning, and
agricultural activity.

OBSERVATIONS BY  METHOD
Method 1—Dichotomous Sampler Data
     The standard errors for predicting  PM  . and FP from IP
dichotomous data are  about the lowest of any method.  It is
therefore the  preferred method for both  size fractions.
Method 2--TSP  Times Constant Ratio
     TSP has been shown to be a highly variable estimator of IP
                                               1 2
for an individual site or a single measurement.    This analysis
and two earlier  studies have defined  consistent relationships
between mean annual TSP and IP data for  large data sets.1'2  In
fact, this study has  found an identical  annual relationship for
nonurban sites as was found for urban sites.  However, as the
data in Table  8  shows, the standard errors  of estimate for 24-
hour data are  greater than those for  annual data.  Further, the
standard errors  of estimate for 24-hour  data from these nonurban
sites are lower  than  those found for  other  groups of sites.  Both
of these observations demonstrate the variability inherent in
estimating IP  concentrations from TSP data.
Methods 3, 4,  and 5—Using Suburban Residential Sites
     All three of the methods that utilize  data from suburban
residential sites have poor standard  errors.  Apparently, there
is no close relationship between particulate concentrations
measured at suburban  and nonurban sites  in  the same region.
Method 6—TSP  Sulfates and Nitrates at Background Sites Times
Constant Ratio
     At eastern  sites where sulfate concentrations are higher
than in the west, the sulfate plus nitrate  concentrations mea-
sured at a background site are a very good  indicator of either IP
or FP concentrations  at that site.  Because sulfates and nitrates
are not determined for every sample,  this method is not applica-
ble for estimating maximum 24-h background  concentrations.  Also,
                               32

-------
the IP Network samples had consistent handling and analysis
procedures, which is very important to the reproducibility of
sulfate and nitrate measurements.  If this consistency is not
present in a local data set or different analytical procedures
than those of the IP Network are used, the predictive ability of
this method would be expected to decline.
     Due to the small size of most data sets for TSP sulfates and
nitrates, this method is an excellent candidate for averaging
with the results of other predictive methods for determining
background values (see Method 13).
Method 7—Size Selective Inlet Times Constant Ratio
     Although IP measured with a dichot and an SSI should be the
same concentration, analysis of side-by-side measurements has
shown that the average ratio is only 0.75 when glass fiber fil-
ters are used in the SSI.  However, that ratio is consistent
enough that it can be used to predict IP from the SSI concen-
tration.  The S  x/Ym values of 0.17 and 0.20 for ann av and max
24-h estimates make it a mid-level ranked method.  Qualitatively,
the method is ranked lower because recent measurements and future
measurements taken with an SSI should utilize quartz filters,
making this conversion unnecessary.  No attempt was made to test
SSI concentrations as a predictor of FP.
Method 8—24-h Background Value as Constant Ratio of Corres-
ponding Annual Average Concentration
     The standard error values for estimating the high 24-h con-
centration as a constant ratio of the corresponding ann av con-
centration are marginal when compared with the other values in
Table 8.  These values do not include any error in deriving the
estimate of ann av background values, so the combined error would
result in unacceptably large total standard errors.
Method 9—24-h IP Times Constant Ratio
     Similarly to Method 8, this method of predicting high 24-h
FP from high 24-h IP relies on one estimated value to derive
another.  For the same reason as above, the standard error values
are unacceptably large.
                               33

-------
Method 10—Linear Function of Visibility  (Extinction)
     Using the relationship between IP or FP and visibility
developed by Trijonis, the method was reported to have fairly
good predictive ability for ann av IP and FP  (S   /Y  =0.25 and
                                               y ,x  m  _
0.19), but not good ability for high 24-h values  (S   /Y  = 0.42
                                                   y r x  in
and 0.41).  One advantage of this method for "backup" use is that
background concentrations can be calculated for any desired
location based on the visibility data in Figure 1.
Method 11—Linear Function of  (Visibility + TSP)
     This recently-developed model , a combination of Methods 2
and 10, produces lower standard errors for both IP and FP back-
ground estimates than either of the component methods.  TSP
values for background are available for almost every region of
the country and an average annual nonurban visibility estimate
can be obtained for any location from Figure 1; therefore, this
method can be employed virtually anywhere.  If first order NWS
airport visibility data at a nearby nonurban location are avail-
able for specific dates of interest, this method could also be
used to estimate max 24-h IP and FP values.
     Because of its better predictive ability, this method should
supersede Method 10 except in rare instances.  However, it should
probably be ranked below Method 2 for IP.
     Separate equations were used to improve this method's pre-
dictive capability at western sites.  The amount of data avail-
able to derive these equations was relatively small.  Therefore,
if additional data become available in the near future, the
coefficients in the equations should be requantified.  This
modification should be a high priority item because only one
other method (dichot data) appears to be acceptable for predict-
ing ann av FP in the west.
Method 12—Default Values for FP in the West
     This preliminary attempt to develop "default" background
values almost comparable in precision to direct measurements did
not prove successful.  However, further work in this area is also
encouraged.  For example, stratification of background sites into
                               34

-------
subsets of remote and edge of urban area with separate values for
each would probably greatly decrease resulting standard error
values.
Method 13—Average of Values Obtained from Two or More of the
Above Methods
     This concept of averaging values from some of the marginal
methods above to obtain a better estimate of background is not as
simple as the others proposed.  Even though the standard error
values indicate that it may be the most precise method other than
direct dichot measurements, questions still exist as to its
applicability and to the analysis results.  The primary question
concerns the use of sulfate and nitrate data in the method,
because of the problems of artifact formation discussed previous-
ly.  For this reason, the method loses some of its high ranking
on a qualitative basis.  Also, it is only applicable in the east.
                                35

-------
                             SECTION 5
                  CONCLUSIONS AND RECOMMENDATIONS

 RANKING  OF  PREDICTIVE METHODS
      Based  on  the standard  error values  reported  in  Table  8  and
 nonguantitative  information discussed in Section  4,  the various
 methods  for predicting background concentrations  were  ranked
 relative to one  another.  The methods with  the  lowest  standard
 errors of estimates  are shown in Table 9.
      The methods  listed in  Table 9  would not all  be  described as
 acceptable.  For  example, neither the size-selective inlet using
 glass fiber filters  nor TSP sulfate and  nitrate methods would be
 recommended because  of continuing concerns  about  their sampling
 techniques.  The  visibility relationship with ann av FP would, in
 most  cases, be superseded by the  better-fitting visibility-plus-
 TSP relationship.
     A few  other  methods that ranked  high enough  to  be included
 in Table 9  probably  need further  verification.  In particular,
 the method  of averaging the  results of other methods may be
 considered  spurious  by  some  users.  No data were  available to
 test the visibility-plus-TSP method for  high 24-h predictive
 ability, so this  ranking is  based solely on a published refer-
 ence.
     At this time, only three of  the methods evaluated can be
recommended without  reservation;
     1.    IP or PM   sampler measurements at an acceptable
          background site
     2
     3,
TSP data times a constant ratio to estimate PM
Linear function of visibility-plus-TSP to estimate ann
10
av
               .
                  and FP.
                               36

-------
to

o

•r-
a;







D.
U.

>
TO

K
^c









Q.
t-H

JK
t
"^1"
CM

j;:
Cyj
•r-
n:






a.
^•H

5*
(W

c:
c:
"fl»










T3
O •
-e o






QJ

to
ro
QJ

-M
o
cu
S-
•r~
O



0)
s_
3
to
ro
o
E
+j
U
cu
•r-
o



CL.
I"«H
•f^
-2
-o

«3

* 4M
ro
"f—*
.
o






>
ro

c
c
ro

CL.
to
H-

t— i
VD
*
CD


CM


J=
1
^^
CM

Q.
(—

CO
in
•
o


CO
on

o'





CO
vo
•
CD
+

t— 1
^t"
1





4


1^%.
«— 1
v^^*

LT>
LO
•
O

4

r^»
*
1


4-

CQ

^>.
?— H
^H^r

uo
M^
•
o

4

r^.
•
O
1


I— 1
o
VD
CM

+

f~
1
CM

Cu.

r>-
VD

O

4-


CL.
GO
h-

ro


4-i
(/)
ro
a>

c
•^~
•-~- t
ro

£Z
E
ro

f^
u.

i— i
CO Cu •
• GO •*
4-> (— 1
4 in >— •
O) *—-



















to
4 ro 4
QJ
co «a- 1->
c o to
O T- GO TO
* CQ 3^ CD fO *•••* QJ

-f-
ca

,o
•kHV*





t/5
TO
(U
C
•r~

^-^b
_^~
1
f^-
CM

CL.
GO
^.

VD







4->
to
re
QJ

C
•r—

^-~v
CL.
GO
(—

VD
*



CM O
4-> CD C * s^
tO r-H Br— »— 1
ro »-< L~J -F
OD --^
i^-* D- «tf-
»I— » J»w * £/*)
0 0




4-to
O)
CQ , 3S
t>» C
rrH •r"'
-^ ^.
^MB^.
VO c~
00 1

O CM

4 a.
GO
VD ^~
•
CM VD


«— < r^.
CO
4- • 0
T— 1 1
CO
4* ^""^
t- 4J CO
!—< Q. O
— a> to 2:
VO ^ ••'*"'

03 C r-l "*"
* "F~ LJ[^l ^^"
O • O

4- oT i — i °°
GO . CL.
VO 1— PO GO
CO I—
CM VD • • »— •
1 0


ro
••'•.. i— i
	 1 — i O_
— > GO C
00 CL. 1— •!-
VD GO * 	
. |— --^
O O CO
CO CM O

t— t










_g~
1
^tf"
CM

^*4
GO
GO

o

- "•.- o


vo "co
* ^^
o z.

4- 4-

ca to «*
TO O
f^ QJ GO
r— f
~-^ C Cu
•t- l— i GO 4->
Lf> GO 1— CO
Lf5 1 — l GO > — TO
• 	 OJ.
O CL. LT3 r-l
GO r~ co c
4 1— • • • ••-
o — <


r^ VD
                                          37

-------
     No method other than direct measurement was found that could
be recommended for estimating FP high 24-h.  To provide some
means of obtaining an estimate, the averaging method  (Method 13)
is the best available for eastern areas.  FP measurements are
primarily helpful in receptor modeling and for estimating the
long range transport component of measured data.
     The methods shown in Table 9 other than those recommended
should only be used under special circumstances, and  should be
accompanied by a detailed justification.

PROCEDURE FOR ADJUSTING BACKGROUND CONCENTRATIONS
     The few number of acceptable methods simplifies  the adjust-
ment process, which is outlined below.  This process  assumes an
appropriate TSP or IP surrogate background value has  been obtained
and that value must be used in the equations.  Determining which
TSP or IP data to use was beyond the scope of this report.
     1.   If IP or PM-. data are available for a background site
          in or near tne analysis area, they are unquestionably
          the first choice.  As indicated in the introduction to
this report, there are very few IP or
located at background sites.
                                                   ..-
                                                     samplers
          PM
            10
     ann av    =0.88 measured -IP ann av in east
               = 0.77 measured IP ann av in west
     high 24-h = 0.90 measured IP high 24-h in east
               - 0.78 measured IP high 24-h in west
               = measured FP ann av
               = measured FP high 24-h
          FP ann av
          FP high 24-h
          For estimating PM.Q background, TSP background  site.
          data are the second choice.  TSP data  (alone) are not
          recommended for estimating FP.
          PM-0 ann av
               = 0.88  (0.61) TSP ann av in east
               = 0.77  (0.61) TSP ann av in west
          PM n high  24-h =  0.90  (0.75) TSP high  24-h  in  east
            1U           =  0.78  (0.75) TSP high  24-h  in  west
          The second choice  for FP ann  av  and  third  for  PM-_  ^^
          linear equation with visibility  and  TSP  terms  (Method
          11).  This method  can only be used to  estimate high
                                                   is a
                                38

-------
     4.
          24-h PM-_ if appropriate nonurban visibility data for
          days corresponding to high TSP measurements can be
          obtained for the analysis area.

               This method requires TSP input but has larger
          errors than just using TSP to estimate PM.-.  There-
          fore, the only situation in which it is anticipated
          that visibility-plus-TSP would be utilized to estimate
          PM.» background is if the TSP background value for an
          area is outside the normally-accepted range of TSP
          levels for that region of the U.S., and some means of
          adjusting this questionable value is desired.
          PM,Q ann av
                 -0.7 +0.55 (17 B + 0.6 TSP ann av)
                   in east
                 -2.6 + 0.86 (17 B + 0.6 TSP ann av)
                   in west
          PM n high 24-h  = -0.7 + 0.55 (17 B + 0.6 TSP high
            1U               24-h) in east
                          = -2.6 +0.86 (17 B + 0.6 TSP high
                              24-h) in west
          FP arm av
                = -4.1 + 0.68  (10 B + 0.3 TSP ann av)
                   in east
                = 0 + 0.61  (10 B + 0.3 TSP ann av) in
                   west
 Can only be used if first order NWS airport visibility
data at a nearby nonurban location are available for
same dates as TSP high 24-h values.

     In these equations B = 18.75/V, where V = visual
range in miles, obtained from Figure 1 or appropriate
airport visibility records.

The final choice is only recommended provisionally, to
provide some method other than direct measurement to
estimate FP high 24-h in eastern areas.  It should not
be used for western locations.

FP high 24-h = 0.33 (0.58 TSP high 24-h +0.67 IP high
                24-h + 2.60 FP ann av) in east
     It should be noted that additional PM-_0 data that could be

used to refine the preceding analyses are rapidly becoming avail-

able.  The EPA document entitled "Procedures for Estimating

Probability of Nonattainment of a PM   NAAQS Using Total Suspended
                                    J-«     i ^         . ~   -  '  •
Particulates or Inhalable Particulate Data
                                          ,,12
                                    will be revised  in
                               39

-------
early 1985 based on this additional PM-. data.
is currently based on very limited
superseded by the revised document.
                                                 Method 1,  which
                                      .-  data,  may be modified or
 OTHER CONSIDERATIONS  FOR DETERMINATION OF PM.   BACKGROUND
      This  report  has  presented several means whereby  PM   back-
 ground concentrations can be  determined from other  surrogate
 measured data.  The implication of  these techniques is  that the
 estimated  PM10  concentrations will  then be treated  as if  they
 were  measured data.   However, no guidance has  been  included with
 which to address  other considerations  for background  determina-
 tions.  As the  scope  of this  study  was to provide ways  to obtain
 these surrogate data,  such  guidance is beyond  the scope of the
 present discussion.   Therefore,  the following  discussion  is
 restricted to identification  of rather than resolution  of the
 other key  considerations  that need  to  be addressed  in the SIP
 process.
      Background air quality in an area includes pollutant con-
 centrations from  a variety  of sources  including 1)  natural
 sources; 2) nearby anthropogenic sources;  and  3) unidentified
 sources  .  Additional' subgroups of these would include:   primary
 vs. secondary emissions;  and  distinctions between localized and
 long  range  sources.
      One of the major  difficulties  in  any air  quality analysis is
 to define  representative  background data for an area  in which
 existing measured data  includes  the impacts from these  diversi-
 fied  sources.   These analyses  are generally restricted  to well-
 defined areas and require that background concentrations  be
 established for several time  periods:   annual, seasonal,  and
 24-hour.   In all cases  selection of representative  background
 data may be a complicated process.   In  remote  areas there may be
 no monitoring data to choose  from,  while  near  urban areas a
multitude of data may be available.  The  analyst must define a
 representative site in the  study  area or  create a set of  compos-
 ite data from several sites located within the study  area.
                               40

-------
     Historical data could be evaluated to find a similar time
period during which no source impact occurred.  These data could
then be used for background.  In the case of 24-hour analyses
certain meteorological criteria could be defined and air quality
measurements taken during these conditions used as background.
     A number of source apportionment techniques are available
that can be used alone or in conjunction with the analyses out-
lined above.  These techniques are used to resolve measured data
into its various components.  They include:  chemical and micro-
scopic analyses, use of FP data trajectory analyses, and mass
balance and multivariate analyses.
     The methods described herein allow the analyst to obtain
estimates of PM.- data; however, the other considerations de-
scribed above must be resolved in order to make adequate use of
the results.

RECOMMENDATIONS FOR ADDITIONAL WORK
     The major deficiency in the procedure for estimating PM n
and FP background concentrations is a method for estimating FP
high 24-h values.  The most promising prospect is a linear equa-
tion with visibility and TSP data, but no individual day visi-
bility data were available during the present study with which to
derive such an equation.
     An omnipresent problem in performing this study was the
small number of background sites nationwide for .which size-frac-
tionated particulate data could be obtained.  As more such data
become available, it may be desirable to redo the analyses and
develop revised equations and rankings.
     Other recommendations for additional work that would be
logical extensions of the present study include:    "  .  .

     1.   Develop a relatively easy procedure for estimating the
          split of any background value into components of long-
          range transport and regionally-generated particulate.
                               41

-------
Prepare default maps of the United States that provide
background values for any location.  It appears that
the best basis for these maps would be visibility-
plus-TSP-relationship that has shown good predictive
capability in its testing to date.
Develop for presentation with the estimating methods
some information on the se
FP background in the east.
some information on the seasonal variations of PJML - and
                     42

-------
                          REFERENCES
1.  Watson, J. G., et al.  Analysis of Inhalable and Fine Par-
    ticulate Matter Measurements.  EPA-450/4-81-035, December
    1981.

2.  Trijonis, J., and M. Davis.  Development and Application of
    Methods for Estimating Inhalable and Fine Particle Concen-
    trations from Routine Hi-Vol Data.  Prepared for California
    Air Resources Board Under Contract AO-076-32.  December
    1981.

3.  Trijonis, J.  Analysis of Particulate Matter Concentrations
    and Visibility in the Eastern U.S. (prepublication draft).
    Prepared for U.S. Environmental Protection Agency, Research
    Triangle Park, North Carolina.  August 1983.

4.  PEDCo Environmental, Inc.  Compilation of Ambient Particu-
    late Matter Size and Composition Data.  Prepared for U.S.
    Environmental Protection Agency under Contract 68-02-3512,
    Work Assignment 10.  January 1982.

5.  Pace, Thompson G.  Memorandum to Henry Thomas entitled Re-
    view of the Relationships of IPin/ lpic' and TSP.  U.S.
    Environmental Protection Agency, Research Triangle Park,
    North Carolina.  July 6, 1981.

6.  Rodes, C.E., and E. Gardner Evans "Preliminary Assessment of
    the PM1Q Data from Eight Locations in the U.S."  Draft
    Report.  U.S. Environmental Protection Agency, Research
    Triangle Park, NC  27711.  1984

7.  A. D. Thrall and A. B.  Hudischewskyj, "An Update on the Use
    of Particulate Ratios to Assess Likely PM.- Attainment
    Status," technical memorandum, Systems Applications, Incor-
    porated, January 13,1984.

8.  Anderson, Michael K., et al.  Receptor Model Technical
    Series, Volume V, Methods for Combining the Various Source
    Apportionment Approaches.  Prepared for U.S. Environmental
    Protection Agency under Contract 68-02-3514, Work Assign-
    ments 21 and 34.

9.  Lioy, P. J.   Letter to Thompson Pace  dated May 27, 1981.
                               43

-------
10.  R. I. Larsen.  A New Mathematical Model of Air Pollution
     Concentration Averaging Time and Frequency.  Journal of the
     Air Pollution Control Association.  19:24-30.  January 1969,

11.  Trijonis, J.  Existing and Natural Background Levels of Vis-
     ibility and Fine Particles in the Rural East.  EPA-450/4-
     81-036, August 1981.

12.  T. G. Pace, N. H. Frank.  Procedures for Estimating Proba-
     bility of Nonattainment of a PM-, A NAAQS Using Total Sus-
     pended Particulate or Inhalable Particulate Data.  Draft.
     U.S. Environmental Protection Agency, Research Triangle
     Park, NC.  1984.

13.  Guideline on Air Quality Models (Revised)  Draft.  U.S.
     Environmental Protection Agency, Research Triangle Park, NC
     1984.
                               44

-------
         APPENDIX A
  CALCULATIONS FOR SELECTED
BACKGROUND ESTIMATING METHODS
             45

-------
     This appendix presents the results of the analyses for the
four highest rated methods  (lowest S   )—Method 1, Method 2,
                                    y/x
Method 11, and Method 13.  The primary reason for showing the
results for these four methods only is that different IP and FP
data subsets were employed in the other analyses to obtain cor-
respondence and the required data presentation would have been
unwieldy and confusing to the reader.  Consequently, it was
decided that only data for the best methods identified would be
included.
     Table A-l presents the results of the annual analyses for
Method 1.  The first step of the analysis used measured PM . and
IP data to determine the relationship between the two measures.
Using one year of monitoring data for each of the six sites, the
ratio, PM.n/IP, was calculated for the annual means.  Then the 6
sites were split into East  (Birmingham, Buffalo, Philadelphia)
and West  (Phoenix, Rubidoux, Houston).  The three ratios deter-
mined for each subgroup were averaged to obtain 0.88 for the
three eastern sites and 0.77 for the western sites.
     Because no independent data set was available to evaluate
the developed relationships, the average for the first two quar-
ters of data was obtained for each site for both the PM.n and IP
samplers.  Both the total concentration and the FP concentration
were obtained for each sampler at the sites.  Then the 0.88 and
0.77 ratios were applied to measured IP at the sites to calculate
an estimated PM..- value.
     The differences between the estimated PM.n values and the
measured IP values were calculated as shown in the last column of
Table A-l.  In a similar manner the differences between measure-
ments of FP were calculated as shown in the fifth column of the
table.  Finally, the standard errors of estimate were calculated
for the two measurements of FP and the two PM,„ values at each
                                             10
sites  (measured and estimated).
                               46

-------
to
oo
rs
o
o
o
OO
at.
  o
  i—<

Q-

U_
C5

OO
I—I
oo

•^ ^£
C
cu
o 	 —
o
r_5
CU
o
cu
s-
O)
4—
4-
O
Q_
U_
.
>
«=C


to
it- QJ
O r-'
Q.
:• • E
O 13
= UO

S-
QJ
ex
E
ro
OO
^
to. — -
CO ro
s- cu
ro S-
Oi ro
c
**— • * C
CO
o; -o
4-> S-
" ' - *r* Z5
°°



^"
•
^J"
1




LO
•
»-H
UD




O^ O^
LO CTi
vo ^o








o
•
VD
1



•^ «a-
LT> CTl
CO CM





VD CTi
<— 1 CM





O
} 	 [
s: Q.
Q. I— i





E
ro
.e
CT>
(~
•r—
gr
s^
•t— •
ca



VD CM vo r- 1 tn

^i" CM O T— ( CM
•+• «-< + 4- +
I



co «a- vo i~- «a-
• - • • • •
r— 1 CO Lf) VD LO
«=t- r^ «i- co «*




f^-VD VDCO OOO VDf~ CTiCTi CO
VDCO LDLO irsr^H in r-> CMCO i— i
CO Uf> CO CTV *S" Lf> CO "51" ^" LT5 LO

II

0
a.



«=1- CM CTi CO CO
• • • • •
LO CO 0 0 0
+ 1 1 1 i-H
H- .


ror^. CTII-. COCTI OCM CDCOO
COCO LOCM COCM LO«*COCO CTl
t— < i— 1 LOLO CMCM CMCM «— 1 CM CM

II
- — ex.—
u_


COCO OCM VDCO CMvo CTiVD
CMCM CMCM i-HCM r-Hi— I





O O O O O
2: o- : s: a. sTn. sTo. sTcv
Q_ i— i CX. >— i O- •— < O- *— < D- i— <



ro

^*
Q.
X i—
X . =3 0 QJ C

C X3 ro ro 4->
QJ T- <4- i — U)
O JD <4- -i-3
-C -3 3 -C O
Q- C£ CQ D- 3: .





































'




CO
CU


C
•r—

Q-
i — i
O

<*.
to
ro
O)
C
CX
»— 1
CO
CO

o

II

'C
1—
2:
n_

ro
                                   47

-------
1
o
1— t
s:
c.

s_
o
u_


00
1— t
•
f*^
cy>
1— (
00
T— <
•
p**.
cri
t— i


CO CO
in CM
• <— <
O IT)
••^••fc.^^^
^^^
II II II II
MX O
W ^> «£Z
C/} Q.

CM
CM
r— 1
•
O


II
X
t/15*1









o
t— <
s:
Q_
I
 O)
4J
d;

4-
O

in
s_
o
s_
i-
QJ

T3


1
1
Q.
U-

S-
o
u_



^3-
cy>
*
CM
CO


«•
er>

CM
CO
r— t


Lf>
un o
•
vo

^~
II II II

N X
•o -
w >>

cr>
0 0
CM
CTl
CM O


II II

Q. X
U_ *
._>•
 (D
•o
 c
                                                 48

-------
     For the high 24-h PM10 concentrations the ratio of m.n
was calculated for the five highest measured PM10 concentrations
at each of the six sites listed in Table A-l.. In all cases, the
highest measured IP concentration occurred on only one of these
five days.  Next, the average PM _/IP ratio was calculated for
the E and W sites.  The average ratios were calculated to be PM. »
=0.90  (IP) for the east and 0.78  (IP) for the west.  The corres-
ponding ratios were then applied to the highest measured IP value
at each site for comparison to the highest measured PM   value at
each site.  Finally, the standard error of estimate, 0.07, was
calculated from the differences between highest measured values
and the mean of the -highest measured IP values.
     The difference between the highest measurements of FP at
each site  (IP dichot and PM.. dichot) and the mean of the highest
measured values from the IP dichot were used to calculate a
standard error of 0.17 for the two measurements of FP.
     Table A-2 presents the results of the Method 2 analysis for
annual data and the primary data set  (IP network data).  In the
first step of the analysis the average IP/TSP ratio was calcu-
lated as the mean of the daily ratios for each site.  For the 16
sites the average ratios varied from 0.46 to 0.78.  Next, the
mean ratio and.standard deviation were calculated for the E and W
sites.  Application of the t-test showed that there was no sign-
ificant difference between the average ratio for the two groups
(0.594 E and 0.640 W) .  Consequently, the average ratio  (0.61)
calculated for all sites was used as the multiplier for TSP to
obtain estimated IP concentrations.  The mean TSP values for the
IP network data were multiplied by 0.61 to obtain the values in
Column 4.  Finally, the standard error of estimate was calculated
for the sites as shown in the table.
     In a similar manner the average FP/TSP ratio was calculated
for each site.  In this case, the resulting constants  (0.40 E and
0.28 W) were shown to be significantly different by the t-test.
Consequently, the-different constants applied to the separate E
and W TSP means to obtain the estimated FP concentrations shown
                               49

-------





1
0
1—4
cc
I—
00
c
to
LU
1—
oo
l— t—
LU
_J OO
§2
u. >-
o rr
oof
to C£
>- Q-
•ZL
1
1
CM
O
O
H-
LU
s:
CM
1
LU
_J
ca
1







n
CD
a.
c
•*->
re
c
cu
u
o
o
«=c





0 QJ M-'
J2 3 T-

CU LL.

II
0-0-0.
u_ oo to

co -sr CM
LU • •
o o
cu
3 t-'
0 •!-
V) t3
*
CO >— '
II
0.
1— i r— 1
• • to
*J O 1—
CO
LU
LO
M— CU
O •—
Q.
• E
O re
3
i.
O
LU
•r"
^0-HLOLOvoror^^ r^ ro vo r^ ro to o,
CM«3-OOOCO<— IOO<-H LOr-l«£)COCOOCM
CMi— <'3-oO'-LOcnco r-. «-. co ro m LO «s- •*

OO ^^ LQ CO ^^ ^^ CO ^^ ^^ f^^ C^ PO CO ^O ^t*^ ^^
^^ *5j" c^ r**»» ^tf* r**> ^tf C3*t f*^» CM oo tr^ cr^ ^^^ uo ^~*

10 LO un r>. CM w 0 c^  r**^ cr^ oo P*** r*^.
cvji— io\j»— tojcvjcMoo CM c\jooc\ioj«d-ooc\j csj
ys f**^ t-f^ i^'^ oo m^ ^D "^5* <""•"( o^ CM co i^^ LO T"™^ r*1^
COCMCO'— ICMCMCMCMCM CMCMC"OCM«a-fOCM
r^* co *2f oo LIO co *.o CM cy> ^o LO vo ^o co co LO
LULULULULULULULULU 3333333
-^T3 * re V
O P— T3 +-> (J re
OCUO CU .— U ^JiCMS-
i- *r™ O »— * CM CU ^~" 3 O CU
-C"O'i-i — i— IrHCO, ^-JZCU-f--^!-'!- «C
•o-'— T3O -i— 4-» cuinc:>c:jD>
c: +-> re re cno_ O.-DOO s-s-c3T-re3
•4-> -r- S- O C 1 — 1 — CUCU ItS IB -t- (O i — CUre
51 — ICQCCcCQiQiSQ: «_5S:30OC_50OOO
50

-------
        I
        I
       Q-
       S-
       o
              <£>
              en
CM


 ii

CM
         IT)
         CT>
                      Csl
                                          II


                                        I O-
                       CT)


                       O


                        II
CM


+J
 ro
CO
OJ
4-
O

to
s_
o
s_


1
1
Q.
i — t

s_
o


en
•
OO
CO
C\l

1 ~~-
•
ro
CO
oo

LO
i — 1


.
^"



LO
CO
•
"3"





«d-
•
f^».
OJ


 QJ

T3

 03
•o
 c
 fO
4-J
oo
cy
•o
X
 *\

>1
                                                               51

-------
in Column 7.  Finally, the standard error of estimate was calcu-
lated as indicated.
     In Table A-3 data from the SURE network and from PEDCo's
compilation  (Tables 4 and 5) were used to verify the relation-
ships developed for Method 2.  Measured mean TSP values for each
site were multiplied by the respective constants to obtain IP and
FP estimates.  Then, the standard errors of estimate were calcu-
lated.  As can be seen/ these results are comparable to the
results in Table A-2.
     Table A-4 presents the Method 2 results for the high 24-h
TSP concentrations.  For this analysis the ratio of IP/TSP was
calculated for the five highest measured IP concentrations at
each site.  In all cases, the highest measured TSP concentration
occurred on one of these five days.  Next the average IP/TSP
ratio was calculated for the five highest days.  The mean ratios
for the E and W sites were then calculated from the individual
site means.  For both subgroups the average ratio was calculated
to be IP = 0.75 (TSP).  Then, the 0.75 factor was applied to the
highest measured TSP value to obtain the results in Column 3.
Finally, the standard error of estimate was calculated.
     For FP 24-h concentrations the ratios between the highest
measured FP and TSP concentrations were calculated for each site.
Then, the average ratios for the E and W subgroups were deter-
mined to be 0.577 E and 0.230 W.  Application of the t-test
showed that the difference in constants was significant.  The
highest measured TSP values were multiplied by the appropriate E
or W factor to obtain the results in Column 6.  Then, the dif-
ferences between FP estimates and highest measured FP value were
calculated.  Finally, the standard error of estimate shown in
Table A-4 was calculated.
     Also shown in Table A-4 is a verification of the procedure
using SURE network data.  The appropriate constants for high 24-h
IP and FP were applied to the E and W sites to obtain the data in
the table.  The results of the two analyses compare favorably for
FP but not for IP.
                               52

-------
 I
 t
o
is
co
z
o
o
•a:
co
Q. H-
00 UJ
I— CO

_J- Q



«=C


CM


O
CO
 I
CO









(O
E
CT>
a.

sr
o
re
S-

t—
OJ
c
o
o




















1
O 0> M-
to •*-> 14-
-Q 3 -i-
^C *""" ^3

to
re o_
O) LA-
IE:
1 1 1 ^g
n.
U- 12. Q.
CO CO
t i
• 1 p^
to o co
UJ '<*• CM
0 0


O)
•p •
3 <+-
, _1I . - t> n
O «l-
to tD
.D
 T— 1
t— 1 CO CM

UJ UJ UJ


QJ
•^
3 O

re c re
•M re T-
C &~ "O
O CJ C
,£_ CO >— i
co »—< en
CO t— 1 t-H



O CO CTl
CM CM t— 1



r-^ en i— i
vo «— i r»-
»-l CM «— 1






«^- .53- CO
UO CO CM



*""H i^*. cn
CO CO CM


VO VO CM
LD CO VO
CM CO CM

UJ UJ UJ


in
r—
re •
S- CJ>
a o
re Q. to
o ^s QJ
C O i^~
3 0 -t-

t— i r-» i— i
•* tn «si-



0 o vo
CM CM t— <



cr> co en
LD if <-t
i—< i— ( r— 1






VO O t —
CO VO CO



CO CO CM
CM CM CM


«3- O CO
«*• CM CO
CM CM t— 1

UJ UJ UJ



O) CD
CC^
>—
>> 3
re JD
3 v>
••~
•*-> H- OJ
u_ o: _i
o o
«-H T— 1


•
tn vo
1—1 .— i



ID 0
*i- un
I— 1 T-H






cr> UD en
i— i^r~- T-H


r- co CD
«d- cn r— i
<—) co co


vo co en
VD T— 1 CM
T— 1 CO CO

333


_
i i • fm* _^_
^J to »T—
a: -o 3
c o
cu o *
en u
^^ re ,*
o c +->
a <; co
CO CO
T-H T-H



r-. vo
T-H T-H



CM f^
Lf> «3-
I-H i-H






VO CO «3-
O CO CO


O CD O
co en O
CO CM «!3-


VO CO VO
CO CM VO
OO CO CO

333


~^
to to to
333
O 0 0
• 1 1 1

-l-> 4J -l->
CO CO CO



















uo
VO


o
LO
co


LT>
T-H
•*

3


„
to
3
O
t

4->
CO



















vo vo o
CM LO I4D


O O CD
«* CO CO
CO CM CO


VO VO O
VO CO CO
CO CO CM

3 3 UJ


_
to to
3 3
o o re
i i r—
0
+J •*-> C
CO CO 
T-H


l-~-
CO
i-H

UJ 33


O
t .
H '
n^i
c c
•r- O
T— to c:
s- 3 re
CD ^ J2
4-? re a>
CO C_5 _J
vo
vo*

ID
•
iD
T-H



en
CO




















3



10
r—
,M.
fC
.>
c^
*—
o
o



VD
•
f^.
T-H

















en
CM











0)
CJ>
re
s-
>
•=c
                                                     53

-------
         I
         I
        Q.
CM
Uf)
                                               C\J
                                      r-.
                                      r-H       O
                                       II

                                     jo.


                                             oo
 CO
  I
 
W _>i

CV
cc
o

LT>


II




                                              ro
•o
 c
 ro
                                                              54

-------







H- 1
^
o:
t—
i—
CO
^y
O
<->
et

co
UJ
E:
l-rl
1—
o.
CO
1 —
0
UJ
ce:
-""^
co

s:
»— i
X
s
u_
o
co
1
CM

1=1
CO
:r
UJ
s:
 4-
»/i i ^ t) 	
4/1 n— *i
,^} Z3 •!""•
«=C r— T3
• 1
re CM
o>
^" f^
tf^ *-^-
U-


£S
II 0_ 0-
CL. CO CO
U_ p- 1—
• oo en
4-> LO CM
to • •
UJ O O


cu

3 4-
01
T^
to "O
-Q




r^
• 1
to «d~
re CM
o>
S D.
i— t
II JZ
0. 1
r-^ CM
• •
•4- * f"> Qt
to tO
UJ r—


»
0
UJ





Ol
•4-5
•p—
CO




r*^ VO ^*t" it' CO CO ^^ LO !"•** LO *s^" T-H 0^ \«O CTi
to LO CTi r^ r-H **o ^^ en rn co LO co vo oo CM
1— 1 r— ( r-H i— 1 r-H r-H «^- r— 1 CM CM


CnCOVOr- ICOCOLOODLO r-t O CO O O r— i
f^* LO OO CO CFi r-H LO CTi O*i CM CO r— * CO r-H CO
CO LO CO CO LO CO ^" ^" ^" r-H CM CM «5d~ CO ^~




OCMOI — ^COCOCTicnOO lO«d"«3-r-iVDCM
CO r ^ OD LO OO ^» O^ VO LO CM 00 r-H tfi Q^ f*>
LO *^" UO CM ^" Si" "S3- "C^- ^* CM CM UD CM LO CM






OCOLOOCMCMhvCMO OOOLOLOCyvtD
TLOLO'^''^-!— ICOOr~- VDCMr-ILOCMI —
r— Ir-H CMr-H r— l«^-r-Hr-H






COCOLOOOOODCOCOCO OCMLOtOr-4tO
Loi^cricocnoocnvo coooovor-ico
Li^ ^O ^O CO UO ^J1 ^^5 v^1 ^D VD 00 LO f*^». CO f"^«
r-H r-H

CT> CM LO *3" <^~ CM '^.O CTi .• ^" CO O CM «d~ VO
vo LO r^^. co vo vo vo vo LO r^* 0*1 co co o*> vo
CM r-(




UJUJUJUJUJUJUJUJUJ 333333



E
-ii -o o re
O i — "O 4-J O
O QJ O CO r— O NX
S- -I— O r-H CM QJ.i — 3 O
rv*i 4— 3- re re co co re E i- re E QJ o
J=-OT-r— r-lr-HEO 4- J= ' Ol -r- 4-> i-
• O -i- -O O T-4-> O)tOE>EJ3
E •»-> re re cno. cu-oto s_ s- E 3 ••— re
4J-r— i_oEi — i — coo) rere-i— rei — o>
21— ICQealeCQiQiSlCc: CJSISCOCJCO






CO
oo
CO






















CO
vo












o>
en
re

cu

f^




                                                    •o
                                                     cu
                                                     3
                                                     E
                                                     E
                                                     O
                                                     (J
55

-------






































*"~v
•a
QJ
3
C
•J3
c!
o
u


^-
1
t~£

CO
f—
•2











n
E

cn
^

C
o
ro
S-
4-'
E
CO
o
u
X
(U
^*










1
O CD 4—
to +J <+-
-D 3 •!-
«=C r— -0
J=
• 1
OO «3"
ro CM
OJ
E O.
u.
II C. O-
Q. to tn
Ll_ 1— (—

• co ro
+-» LO CM
Ol • •
LU O O


a>
3 <*-"
^ f]
O •!-
to -o
e£


f~
• 1
in *3~
ro CM
OJ
2: a.
II JZ
Q. 1
i— • LO «a-
f^» CM
•4J CD C.
GO 1/5
LU t—
3
i-
o

LU






CO
4_3
•r-
to



[ ^_ — ~ p^_ ^. -f~ H~ -s^^ .-»
CM «^ T— 1 «3" CM r— 1

CM
•
/yt f«H CO f*^ VO ^^^ **""' f^ 0*5 CvJ



I^» Lf5 CO ^^ ^J" ^" CO !**•• CO
^j- CM LO CTt «™^ LO LO LO CO
*•— < i^H







CO 1^3 CM  i— cn
•i— ro « QJ cn ro
a; c o; u_ -t-> o c i- s-
3 O S_ O >> 3 OJ
cn+j EEC ro ja >
re C ro re C- LO 3 oo eC
+J ro "- O -^ QJ -r~
o o =: 3 o -i- +j i— a>
 I       •
 I     CO
fi.     r-l
u_     r^.
 u


-o
                               CO
                                           UD
                                           CO
                                           CO
                                                           CTi
                                                  CO
                                                   X
                                                   IB
                                               x
                                               rt!
            
            ro
            ro
            S-
            o
            0)
           4->
            to
            on
            QJ
            O
            s-
            s-
            01
            C
            ro
                   i
                  a.
UD


cn

co


 it


•o
            IO
              *

            VD
            CD
            «=3-
            ro
                  CO
                    •

                  LT;
O
CM


O


 II
                                                   x
                                                   re
                                CO
                                               X
                                               ro
                                               E
56

-------
1
1 CsJ |CM CO C
D- sD ko •
u. r~- Ir-.- co sO c
tn kp CsJ v
4t- o ~^^"
i u_ u if u
1
^a " oo
ro i c
i 	 . i i
i 1 1
S-
£
ro
•o
c
o>
E .
OJ
Q- ' • • - '
QJ
S-
o
<4- •
O)
•I-J
ro
-t->
t/i
0)
**-!.-.
o i LTJ kn co c
Q- CO CO
in i— i o O CO r-i C
s- co Ico ro c
o i- - i— ____
i- 0 ^^~
i- 1-1- II II II
o>
CM X
•o -a ••
*- P-l >•>
ro oo
•c It
i— <
NJ CO
* "•*}"
VJ
£> O

II II

X X
ro x ro
E : - E
>-J
*^__ t/^ f}._
1 1 1
•1~ LJ_















X) CO
CO
sj
X) 0


II II

X X
ro x ro
B - E

a. bo a_
57

-------
     Table A-5 presents .an evaluation of the relationship deve-
loped by Trijonis  (Method 11).  For each site, the median annual
visual range  (V) was estimated from Figure 1.  Then the extinc-
tion coefficient  (B) was calculated.  Using the measured TSP
annual arithmetic mean at each site, estimates of IP and FP mean
concentrations were obtained using the referenced relationships.
Finally the standard errors'of estimate were calculated for the E
and W sites for both IP and FP.  As indicated in the table, the
method is most appropriate for the east.  For the western sites,
FP estimates are better than IP estimates.
     Table A-6 presents another analysis of Method 11, using data
from the SURE network and for 6 selected western sites.  Similar-
ly to what was described for Table A-5, estimates of IP and FP
concentrations were obtained from measured TSP concentrations.
Again, the results for eastern sites are better than for the
western sites.
     Table A-7 presents the analysis results of the alternative
equations developed for Method 11.  The coefficients in the
alternate equations were derived from the small W data sets using
linear regression.  The calculated value  (17B + 0.6TSP) or  (10B +
0.3TSP) was used for the x-value.  The measured IP or FP value
was used as the y-value.  New coefficients for the equations were
obtained from the regression equations.  As is evident in the
results, the alternate equations yield a better prediction for IP
and FP for western sites than the original equations.
     Also included in Table A-7 are equivalent ranges of esti-
mated IP and FP values for the various areas of the west.
     Table A-8 presents the results of Method 13 which involves
taking an average of results obtained from three different
methods.  In this method the estimated IP annual average concen-
trations are calculated separately for Methods 1, 6, and 11 for 9
eastern sites.  For each site the average of the three estimated
values is obtained.  Finally, the standard error of estimate is
calculated.  As indicated by the result, this averaging of three
results yields a relatively low standard error of estimate.

                               58

-------
D-
OO
OO
H—I
5>
-—I—
    UJ
Ll_ OO
o

oo h-

OO O
 i  t—i
 i  o;
t-H O-
Q
O
UJ
       I
       O CD 4—     CO VO CP) CM O ^" C\J *ci- CO          LT> ^- CO CO «—* IO

      JO 3'r-     i—i O t—< «d- «3- »-H t—if-1 IT>          O <—' O





          to        CMi—)'3-cooo«—icftco
          ro O-
          oiu-     cr>oi£>cococr>ir>cr>co    VD    r^. «•
            • CO
C     UJ <* O
o

43

<4- O> JO 3 -i- CM O «=C r— -0 o * > tO O CSJ i—t I— Lf5l— ro a. cu *—* CO VD ?^» CM vo fo ro <—* r^«. cj~ co »—* cr> r*-» cri co CM SI CM i—ICMt—CCMCMCMCOCM CM CvJCOCMCM«^-CO CO a. II ir> oo ir> co t—i' • vo O -l->|--.? CO^COr-lCsJCOCMCOCM ^-tCvJCM^-ICMCM to • CD O i I cr> CO CO '—I O •—' O r—( r—I <—H r—I •••r- CMC3COOCMOOOtf) IT> t— r-ICMt—ICO»—I'-H'—<<—li—I IDi-Hr^-CMtn CO s- o I I I I 11 1 t,.l 11 I 11 I 11 I I I 1 11 t I I I CJ 4-> 00 -*: -o O <— T3 O O) O i- -i- O «—I CVJ co <+- 3: fO to o o ro c _E X3 'i- i— «—I <—< C O • O •!— "O O •!-•»-> c -i-J re ns end. ex. -o 01 4J -r- s- ucl—I— a> cu 2: _j co «c «c oi o: s o;. OJ CD o to s- cu i— o j«; O) O) i— 3 O > i- (O E CD O cC 4- .E tt) -i- 4-> i. OJ to C > C J3 S- S- C = -i- H3 c_i 2: 3 oo O oo O! en a > 59


-------
        l/l
        to
        O!

        C
                                                                  I
                                                                  I
                                                                 4->
                                                                 in
                                                                 QJ
•r™ i
CO 00
ex. *
LL. , CO

[Q.
|u-
CTl
CO
<— 1
•
o


II
+J
X 10
« (O
>, 
 (S
in
cu
        i
       *->
       in
       ns
       CL.
       S_
       O
 O!

•o

 ro
•C
 C

4J
oo
             in
             ID
             UD
             CM
             •o
                                                 CO


                                                 o
in
ro
CU
in
re
QJ
                                                                 in
                                                                 OJ
                                                                •r-    LO
                                                                C_    OJ
                                                                 s_
                                                                 o
                                                                                                  cv
                                                                                                  ro
                                                                                                   o>


                                                                                                  Q-
                                                                  ro

                                                                  O
                                                                                                                in
                                                                                                                O>
                                                              60

-------
r






1
1
CO
1—

1—
»— t
CD
*— t
«-< f—
> LU
Lu c£
•a:
CO Q
to t—
—1 LU
cC O
•a; uj
1 LU
r-t O
r-H "Z.
0
o
;c
LU

*.
^D
i
UJ







to
E
en
c
•i —
TO
C
0)
C
0
CJ
el











1
O O) tt_
JD 3 -i-
el r— -o
ro D-
s:
Gi-
ll CO OO
D- tD H-
U_ • CO
+ -f O
CO 'CO
i . i «^- o
1 «— 1
1
O QJ t>_
CO 4-> 4_
•a: •— -o
TO
O O-
s; •— <
O-
LO tO
l! LO t—
O- •
• O O
•(-> • 4-
l/> ^* PQ
uj B r^.
t— i

- E
to en
H- s.
ID

CO
r— 1

t
3
O
LU
QJ
to
r-ILOLOr^i—ICMCOOLO
LOCOr».CMCOLOLO1 o o to o1*

CTlLOLOCOCTlCOt^OLO
t^ *sj" T™H f^ CT* CO *^^ to CZT^

LocoLOcooocricO'-*
O»-ltOOCMCOOO<— I
CO
•
co cf» o^ i— i r~- cri co co CM to
CMCMCMCOCOCMCMCMCM CM
LDr^LOt--oOr-icocri
CMI~-.CMC>LOtOr^COC3
CMCMCMCOCOCMCMCMCM

CMCOLOCVJLOCOOtOO
CM LO CO ^" LO •!!}" t«J" CO CO
ocniDcoco«Ni-tocoLo
r-^C^CMCOCOCOLOCOCM


i— t CT> LD O O  i— • TO
•r- re • CD en s-
0) C C£ U- 4-> O C i. QJ
=50 J- 0 >, 3 >
cn-4-> ceo re JQ ei
roCTOTOQ-t03 CO
+J fO 'f~ U J^ QJ «r— •
CS--C5COI— .D-5
OOC3O-r-4->i— CU
StOH-lODie3LUD;_J
ID CM t— 1 CO O O1
CM CM LO h». CM LO
CM CT> LO CM i— 1 LO
CO CM LO tD CO LO
<— 1 r— 1 r— 1 t— 1
r-. r^. "sj- cr> r— i to
O O O"> CO <— < 
ro 
                                                                                                                                            CL>

                                                                                                                                           -D
                                                                                                                                          re
                                                                               61

-------
         
CO
QJ X
S *
Q- CO
U.
+J
CO
QJ
D-
U.
  I
«=c

 o
 i-
 o
C
(B
        CO
        ra
        a;
 O            cTi
       Cu
 CO    >—<     tTi
 t.            LTJ
 C     i-

 t    £
 Q)
               CM
•a            -o
                             CC
CO
                                    C\J
                  •<->
                  CO
                  re
                  O)
                                                    «3-
                                                    O
                                                    x

                                                    >,
                                                                       CO
                                                                       01
                                              C
                                             •f—


                                             Q-
                                                                      S-
                                                                      0
                                                                              fO
                                                                             •o
                                                            CO
                                                            ro
                                                            O)
                                                                  62

-------






i
i
oo
oo
>- UJ
I— I—
I—* t— 1
— J 00
•—*
no y
I-H DC
oo uj
1 — I (—
> OO
S 	 .- t I 1
u_S
0 OH
o
oo u_
H— i
"ANALYS
QUATIONS
r-l UJ
UJ
O 1 —
1— OH
UJ UJ











O 0 <+-
CO H-> 4-
• JD 3 T-
 r-H OO
UJ • O
0 -t-
O QJ <4—
to 4-> If-
^•o
CO
CD i— <
SI
Q-
u to oo
Q_ CO 1—
»•— i « (»Q
o •
• + o
4-> «D +
to • co
uj CM r-^
1 r-H
r\ cr
oo -^
H- 0)
3.
UO
u r--
co •
CO
I— 1
•••r—
> E
CO
oo
^- en r-, uo oo r-. r-. <• ,3- uo vo CM
00 0 00 CM 00 0 * r-, 00 «• 0 CO
ouor~-uooovocMcy>uocMt-HUO in OCMUOUOUO
1 — ' >-Ht — Ir— 1 r— 1 I—I i— 1 r— 1 r— 1 OOUOOO
( — 1 i-H
01
^^ ^O f*""^ f^^ *
» • • • IjQ
*sr ^" .00 O t»o co co co *— < r*-*. r-^ co co o^ co ^" «~*

O^ O"» «"••
^ VO CM 0 *• 0 VO CM CO
CM 10 0 rH VD ^ r^ 0 CO
o uo uo i
oovot^vo«?r^ooooo 01 ouooooooo
OO r— i CT* r^ CTl OO r^* CT> O"i ^D TU "^ f*^. I t UO UO UO
CMOOCMCM«a-OO OOCCCZ CM «3" t*-. <— 1 CM CM
oo *3~ o^ *sj~
r^. • • • •
._. • oo r- 1 oo co
ocMcriiocMr^tTicouo OCMOOOOOO
ID OO Crt VD 00 O CO CO C5 °V r^t r^ 00 «d-
CMOOCMCM'5d- t— 1 CM CM OO
uo c> O uo uo
r-co<=j-ootT>oor^.cMCMoooooo oo«a-^«xr«a-
UO r-» UO UO t~» «3" «sj~ OOCMCMOOCM UOUOOUOO
•5r«a-uoooi~^uot-Hi— luooo^h oo >— t CM oo oo «*
uo
CO CO •* -d- CM
OO OO CTi CTi •
• » • • r-H


o o o uo o
uoc->e-> ' — f^fO«d-CM
UO «— 1 r-~. CMUOt— If-^VD-Cd-CMCMi-H OCDOOUO
UO UO CM CM i— 1
n.
Q.
^ QJ to co co
^ ' C^ • fO E CO
O ro co (/) • O *r- •>—
-VJU U-U- to s- C-l-»CJi2:^tO -i-O) 4->S_ r— CO
o^1 — =s o -a cr->s:cuuci.-f-s-
s-fOEajoa>s_c o>— cc to'-.- so
'f-^c^'r-HWt^raJOcocco ^cu1*--*-5 >
^* ^« C 13 *r- ft3 H3 CO fO S— ^^ S— = O ' O CU ft3 rv^
63

-------
                                                               CO
                                                               •*->
                                                               c
                                                               QJ

                                                               0
                                                               O>
                                                               O
                                                               u
                                                               C
                                                               10
       tO
       CD
•r-     cr.
       r—C
C-
U-     LD
       CO


 O
U-      II
                                   CM
                                   CTl
                                                   CM


                                                   CM


                                                   O



                                                   II


                                                   X
                                                               o
                                                               -C
                                                               01
                                                               (O
                                                               O
                                                               O)
                                                               -o
                                                               O
                                                                cu
                                                                =

                                                                CD
                                                                O!
                                                                   o;
 I
O!
Q

                                                                O
                                                                    ro
                                                                    =3
                                                                    cr
                                                                    cu

                                                                    £1
                                                                    O
                                                             CU

                                                             CO
                                                             cu
                                                                   64

-------



oo
o
o
1—
2:
UJ
ac
o
o
C£.
u_
oo
UJ
_J

Si >• •>-
co
to a. o
oo 2:
T3 1—
.C i-H
•(-> CO «*
cu • o
s: •— i oo
t— 1 Q-
•o t—
J= <-n
CU •
s: o
cu
"r—
oo

CM ^" LO f^ CM CM f^* <— H CO
CD CM t*H f^«. LO r^* ^O CO l^5 t~*<
CMi— ICM<— IOJCMCMCOCM CM

roCMCOi— ICMCMCMCOCM
tnco»-ivocyico«— — 1 ' — ILT5O
CSJ CM i— 1 CM CM CM CO CO

CO CM CO •— 1 CM CM CM CM CM
O T— ~O to
O O) O t-
S- -I- O *—l CM QJ
jc "a -i— i— i — it— i c o  re re end- Q. TD to
-rJ -i— S- O C 1— 1— CU CU
              CU
              4->
              re
              1/5

              O)
              c
              i-
              i.
              01
              i.
              to
              re
              -M
              oo
                     I
                     t
                    a.
      o
      o
o
o
                    I—I     LO
i.
o
                                 un
                                 oo
                                     CO
                       o
                        *

                       CO
                CM



                 II
CM
t—(
'  •

CD



II


X
                                                        oo
65

-------
     Table A-9 presents the results of the Method 13 analysis for
annual average FP concentrations.  In a manner similar to that
described for Table A-8 the results calculated for Methods 6 and
11 are obtained and averaged.  Once again the standard error of
estimate is quite low.
     Table A-10 presents the Method 13 results for 24-hour FP
concentrations.  The results of Methods 2, 8 and 9 were averaged
for each site.  There are three groups of site data in the table.
The first group and the third group represent IP network data for
E and W sites respectively.  The second group includes data from
the 9 SURE network sites.  As seen in the calculated standard
errors of estimate this analysis does not seem to be appropriate
for the west and only marginally appropriate for the east.
                               66

-------






1
CO
Q
O
LU
s

rv
LU
3=
O
O
cc
lo-
co
LU
	 1

O-
CD ' '
t—i LU
O CD
«=C «=t
LU LU
-
_J
et
1
1
O
0
LU
s:
m '
i
«=c
LU
_J
CO
t_










.11
II










n
B

a.
•«
o

•t->
s_
^ >
cr
QJ
O
0

o>
C71
tD
QJ
J| r*1^ ^^



T— H J|X.
r— 1—
f> l~> J-
f~ Bf..
-M CO >*>
CU *f~ •*-*
2: > -r-











11)
•i™-
CO




ovoor^crio^-it— ir-n
C\JOC\li-HC\JO->O«— ovocococnir>j v« ^ n*»
r-CTiODVDLOtOLOr-HVO










O LOC\JC\J«5d-O^DOsi







s* u^ ro -H o  in
r^chco-si-'xi-i^yDcoir)










OJ
_ . O^
O i— -0 £
O CD O o>
S- -i— O i— I OJ >
j=: -o -i- .— «— i f-H c o
• U •!- -O O -1- 4-> ,
+->••- S- O C (— f— O) O)








































• • _ " -
O> :
(O
•^
4->
 cyi
CM OJ
1- • 1
.0 1 «*• «d-
Q- ro ro
trt Ll_ L— ._
'S-'. ' . t
OS- II ||
i- 0
S- U.
CL> cj >
- ^ . >
*- CO
03
c

-------
 I
CO
o
LU
o:
UJ
o

o
co
UJ
CD
z:
t—t
CD
f^_ i


UJ
u. ac
o   i
CO CM
•— 4

CO
cc

 I
CO
o
o


UJ
o
t-H
  I


UJ

CO
                      OJ
                    C
                   3 CD

                   O &>

                   .Q M-
                   «=C -r-
                       en
                       re
                       0)
                       (O
                   CO
                       C
                       C
                   •o  re
                    o
                   j= a.
                      CM
    i

CM CM


 O OO



 01 CO
*5^ tjO
     •
   o
                      jz


                      CM
                   -O
                    o a.
                    f^ ^-^


                   2: vo

                      o
                       o;
                             CTiCOOCO'S-OCNJ^OrO
                             COCOVD
                                                            un
                                                                  00-— i
                                                                                  <— *«— 
                              c +-1  re  re CDQ. Q- T3  to
                                          OJ
                                          cr>
                                          re

                                          QJ
                                                                          s-  to
                                                                          ai i—
                                                                          > »—
                                                                    3  O
                                                                                s- o >,
                                                                    O)4->  CCO
                                                                    re  c  re  re Q. 10
a>   ^~
CT   -a
re    ai
s-    3
O)    !=
                                                                   •t->  re -r- o
                                                                                   o>
                                                     68

-------
 QJ
 o
 u
 QJ
jQ
 re










m
• E
*O>
3.

C
o
•r*
re
s-
+j
C
0)
U
C
Q






























QJ U
2 OJ
i — S-
o m
ts> ^-
js M-
^C *i~
XI
1
CM
Q_
U_
OJ
CD
re
QJ
>



>
re

CO C
G
XJ re
JC D-
4-> u.
QJ
»
CM
1
CM CM
X> 0-
Off)
V i
-C t—
4«>
QJ CO
SI LT>
»
O
0*1 "a"
CM
x>
Or\
i^.
J= I— I
+->
s vo
o



QJ
4-3
•r—
oo






vo oo co r»» ?••- o
r>- vo i1*-. LO vo f-»
T—4 f-H t»H r~t




»— 1 O CO O O r-i CTl
CM CO t-t CO r-4 CO CO
<— I CM CM «3- CO «*• CM

r^ ro «— < ro i — i— i
CTi CP> Cfi t»». r«.  «;J- O
fH CO CM CO PO «*



1'
Nfc^ ^*i ^^^ V4J WXJ |
CM co <— < «3 cy> o
CM CM IO CM LO CM




«!*• rv. ro t^- ci »*
co «~H ro o co r~-
r-l CM CO CM «;!- »-H


c
3 QJ
o re cr
4-* CJ 03
QJ ^~ O vx ^
oi i— 3 o o>
t- re E OJ O >•
<+- x: QJ -i- 4-J s- <
aj (/•> c > cr -a
s- s_ c 3 T- re
r3 --C ••- -3 r- 2J
«_> s: 3 oo o oo

i
i
4^
i/>
QJ
5
..r
s_
re
E
•r-
^
o.
r — r^
vo *o
• •
CO CO
CM CM
CM CM
•• •


CO
LD UD CT>
• •
to co
r-l CVJ
~-i '
II II II II

X X
M « re
x> >, E

^ ^ |Q-
|u_


CM
•a-
LO
•
O
II

X
x re
- E
>> i
00 CU
fu-
                                                     o.
                                                      QJ

                                                      re
                                                      QJ
                                                      s-
                                                      (U
1
1
LO
re
QJ

*
4_3
£= '
QJ
X)
C
QJ
Q.
QJ
"C3
i— t


<3- 
» •
O 0
»— 1 .— <
0 0



^^>
CO CM CM
• •.
T— 1 CM
r— 1 ID
•»^^^^^
^^^**
II II II II

X X
CM •> (C
X3 >> E
w °° lo-
|u_





r— t
CO

•
O

II

X
x re
• . •• E
oo la.
ILL.
       c/i
       re
       QJ
       s_
       re
                                                     •o    i-
 re
x>
 re

oo
       s_
      a.
                                                                  CM
                                                                  co
                                                                  oo
                                                                  cr>
            CM

            XJ
                                                                        CM
                            CM
                   CO
                   CO
                                                                        00
                                                                           CO
                                                                                        x
                                                                                        re
o
ur>

CM
  •

O



 II
                                                                                             oo
                                                                                                    re
                                                              69

-------

-------
                                   TECHNICAL REPORT DATA
                            (Please read Instructions on the reverse before completing)
       NO.
» 'EPA-450/4-84-021
                                                            3. RECIPIENT'S ACCESSION NO.
 TITLE AND SUBTITLE
   Estimating PM   And  FP Background Concentrations

   From TSP And Other Measurements
                                                            5. REPORT DATE
                                                                 August 1984
                                                            6. PERFORMING ORGANIZATION CODE
                                                           8. PERFORMING ORGANIZATION REPORT NO
   Pedco Environmental,  Inc.
3. PERFORMING ORGANIZATION NAME AND ADDRESS
   Pedco Environmental, Inc.
   Golden, CO   80401
                                                            10. PROGRAM ELEMENT NO.
                                                           11. CONTRACT/GRANT NO.

                                                             68-02-3512
2. SPONSORING AGENCY NAME AND ADDRESS

  U.  S.  Environmental Protection Agency
  Office Of Air Quality Planning And Standards
  Monitoring And Data Analysis Division   (MD 14)
  --              .   77711	.
                                                            13. TYPE OF REPORT AND PERIOD COVERED
                                                            14. SPONSORING AGENCY CODE
       MENTARY NOTES
  EPA  Project Officer:  Thompson G. Pace
        This document has been developed in response to the recognition  that there may
  be a  number of States revising their State Implementation Plans (SIP)  for  ^articulate
  Matter  (PM) following the  recently proposed revision to the National  Ambient Air
  Quality Standards (NAAQS)  for PM1(r  State and  local agencies need a  method of
  estimating background for  size-fractioned particulate as part of SIP  development for
  PM    and Fine Particulate  (FP).   The method for estimating background concentration
  that  is specified in Section 51.13c of Federal  regulations uses a concentration
  measured at a nonurban site in or near the analysis  area that is unaffected by
  near  emission sources.   This document provides  information on how to  estimate a PM.
  background value from other measurements when PM  monitoring data are not
  available.      .                ,                  ,
                               KEY WORDS AND DOCUMENT ANALYSIS
                 DESCRIPTORS
                                             b.lDENTIFIERS/OPEN ENDED TERMS  C.  COSATI Field/Group
                                             19. SECURITY CLASS (ThisReport)
                                                                         21. NO. OF PAGES

                                                                             75
                                             >0. SECURITY CLASS (This page)
                                                                         22. PRICE
'A Form 2220-1 (Rev. 4-77)   PREVIOUS EDITION is OBSOLETE

-------

-------