United States
Environmental Protection
Agency
Office of Air Quality
Planning and Standards
Research Triangle Park NC 27711
EPA-450/4-87-012
May 1987
Air
Example Modeling
To Illustrate
SIP Development
For the PM10
NAAQS

-------
                                                      EPA-450/4-87-012
                                                      May 1987
Example Modeling To Illustrate SIP Development
                   ForThePM10NAAQS
                                  By
                             Michael K. Anderson
                              Richard T. DeCesar
                             Richard J. Londergan
                             Edward T. Brookman
                        TRC Environmental Consultants, Inc.
                           800 Connecticut Boulevard
                            East Hartford, CT06108
                          EPA Contract No. 68-02-3886
                                Prepared for

                      U.S. ENVIRONMENTAL PROTECTION AGENCY
                       Office of Air Quality Planning and Standards
                        Monitoring and Data Analysis Division
                          Research Triangle Park NC 27711
                                 May 1987

-------
This report has been reviewed by the Office of Air Quality Planning and Standards, U.S. Environmental
Protection Agency, and approved for publication. Mention of trade names or commercial products does not
constitute endorsement or recommendation for use.
                                       EPA-450/4-87-012

-------
                               TABLE OF CONTENTS

SECTION                                                                    PAGE

  1.0             INTRODUCTION  	      1
      1.1           Technical Overview  	      3
      1.2           Objectives	      7
      1.3           Overview of Document  	      7

  2.0             TECHNICAL BACKGROUND  .... 	      9
      2.1           Particulate Matter Sources  	      9
      2.2           Modeling Techniques 	      9
      2.3           Dispersion Models 	     10
          2.3.1       Assumptions	     11
          2.3.2       Performance Evaluations  	     11
          2.3.3       Advantages	     12
          2.3.4       Uncertainties and Limitations 	     12
      2.4           Receptor Models	     13
          2.4.1       Assumptions	     15
          2.4.2   '    Performance Evaluations  	     16
          2.4.3       Advantages	     16
          2.4.4       Limitations and Uncertainties 	     17

  3.0             DESCRIPTION OF THE EXAMPLE URBAN AREA AND DATA BASE  .     19
      3.1           Typical Characteristics of the Example Urban Area  .     19
      3.2           Unusual Characteristics of the Example Urban Area  .     24

  4.0             SIP REVISION REQUIREMENTS FOR THE EXAMPLE URBAN AREA      25
      4.1           General SIP Revision Requirements 	     25
          4.1.1       Criteria for Grouping Areas 	     25
          4.1.2       Defining Area Boundaries	     26
      4.2           Analyses of the Probability of Nonattainment in the
                    Example Urban Area	     27

  5.0             EVALUATION OF THE EXAMPLE URBAN AREA DATA BASE  ...     37
      5.1           Emissions Data	     37
      5.2           Ambient Air Quality Data	     38
      5.3           Meteorological Data	     42

  6.0             REQUIREMENTS FOR SIP DEVELOPMENT MODELING WITHIN THE
                    EXAMPLE URBAN AREA	     45
      6.1           General Requirements  	     45
          6.1.1       Model Use Options	     45
          6.1.2       Model Selection	     47
      6.2           Dispersion Models Selected for the Example Urban
                      Area	     47
      6.3           Receptor Models Selected for .the Example Urban
                      Area	     50
      6.4           Preliminary Analyses	     51
          6.4.1       Screening Dispersion Modeling  	     51
          6.4.2       Receptor Modeling 	     52
      6.5           Comprehensive Analyses   	     52

  7.0             DEMONSTRATING RELIABLE MODEL PERFORMANCE FOR THE
                  EXAMPLE URBAN AREA	     55
      7.1           General Considerations   	     55
                                      -111-

-------
                           TABLE OF CONTENTS  (CONT.)
SECTION                                                                    PAGE

          7.1.1       Development of PMio Emission Inventories  ....     55
          7.1.2       Compilation of Ambient PMio Data	     56
          7.1.3       Prioritization of Monitoring Sites	     57
          7.1.4       Meteorological Data	     57
      7.2           Data Base Preparation for the Example Urban Area  .     58
          7.2.1       Emissions Data	     58
          7.2.2       Ambient Air Quality Data	     60
          7.2.3       Meteorological Data	     61
          7.2.4       Receptor Locations  	     61
      7.3           Derivation of Background Concentrations 	     62
      7.4           Model Operation	     63
      7.5           Comparison of Observed and Dispersion Modeled
                    Concentrations  	     64
          7.5.1       Annual Average Modeling 	     65
          7.5.2       Short-Term Modeling 	     65
      7.6           Comparison of Receptor and Dispersion Model Results    • 68
      7'. 7           Comparison of Observed Concentrations to Final
                    Dispersion Model Results  	     73

  8.0             CONTROL STRATEGY EVALUATIONS FOR THE EXAMPLE URBAN
                  AREA	     77
      8.1           Overview of the Design Concentration Concept   ...     77
      8.2           Establishing Baseline and Projected Emissions  ...     79
      8.3           Preparation of Dispersion Model Input Data
                    for  the Example Urban Area	     79
          8.3.1       Emissions Data	     80
          8.3.2       Meteorological Data	     80
          8.3.3       Receptors	     81
      8.4           Derivation of Background Concentrations 	     82
      8.5           Modeling Projected Source Emissions  	     84
          8.5.1       Modeling for the Annual Average NAAQS 	     84
          8.5.2       Modeling for the 24-Hour NAAQS	     85
      8.6           Control Strategy Selection   	     93
      8.7           Control Strategy Testing  	     100

  9.0             INDUSTRIAL SOURCE EXAMPLE  	     101
      9.1           Introduction	     101
          9.1.1       Overview of the  Source Apportionment Study   .  .  .     101
          9.1.2       Data Collection Tasks	     102
      9.2           Data Preparation	     105
          9.2.1       Dispersion Modeling Data Preparation   	     105
          9.2.2       Receptor Modeling  Data  Preparation  	     106
      9.3           Model Evaluation Analyses 	     107
          9.3.1       Dispersion Modeling Procedure  	     107
          9.3.2       Receptor Modeling  Procedure 	     108
          9.3.3       Comparison of Receptor  and Dispersion Model  Results  108
          9.3.4       Reconciliation of  CMB and  ISCST Results	     110
          9.3.5       Post-Reconciliation Comparison of CMB and ISCST
                         Results	     115
      9.4           Control Strategy Development  	     116
      9.5           Control Strategy Testing   	     120

   10.0            REFERENCES	     121
                                       -iv-

-------
                              LIST OF FIGURES

                                                                         PAGE

          The Principal  Components of the PMio  SIP Developement
          Process ..........................       5

3-1       TSP Monitoring Sites in the Example AQCR that Met Minimum
          Sampling Criteria in 1982 .................      20

3-2       Example AQCR Study Area Map Depicting Major Point Source
          Locations Outside the 42.5 x 42.5 km  Area Source Grid ...      21

3-3       PMio and TSP Monitor Locations and Major Point Source
          Locations in Low Density Areas in the 42.5 x 42.5 km Area
          Source Grid ........................      22

3-4       PMio and TSP Monitor Locations and Major Point Source
          Locations in the Urban Center of the  Example AQCR Study Area    23

4-1       Relationship Between the Probability of Exceeding a 150
          ug/m3 24-hour PMio Concentration and an Observed
          24-Hour TSP Concentration ................       30

4-2       Relationship Between the Probability of Exceeding a
          50 ug/m3 Annual PMio Concentration and an Observed
          Annual Arithmetic Mean TSP Concentration  ........       34
8-1       Corrected 5-Year Average COM 2.0-Modeled
          Concentrations  ......................     86

8-2       Directed Modeling Approach for 24-hour Average
          Design Concentrations ...................     88

8-3       Maximum 1-Hour Average RAM-Modeled PMio Concentrations
          Produced Using Hypothetical Meteorological Data ......     90
8-4       Sixth-Highest 24-Hour Average RAM-Modeled
          Concentrations Produced by 120 Critical Days of
          Meteorological Data Which Were Selected by Modeling
          Source Groups and Receptor Clusters ............     92

9-1       Schematic Diagram of the Industrial Source Example Study Area  103
                                     -v-

-------
                                 LIST OF TABLES

TABLE                                                                      PAGE

  1-1       PMio Air Quality Standards    	      2

  4-1       Partial Compilation of Historical Ambient Data from Three
            TSP Monitoring Sites in the Example Urban Area	     28

  5-1       Evaluation of the Emissions Data Base for the Example
            Urban Area	     39

  5-2       Evaluation of the Air Quality Data Base for the Example
            Urban Area	     41

  5-3       Evaluation of the Meteorological Data Base for the Example
            Urban Area	     43

  6-1       Recommended Approaches for PMio Source Apportionment    .  .     46

  6-2       Dispersion Models Applicable to PMio Analyses   	     48

  6-3       Selecting Feasible Source Apportionment Methods Based
            on Data Availability and Source Characteristics 	     49

  7-1       Initial CDM 2.0 and RAM Model Evaluation Analysis Results  for
            the 17 Selected Sites	     66

  7-2       Initial Comparisons of the Average RAM and CMB Model Results    70

  7-3       Final CDM 2.0 and RAM Model Evaluation Analysis Results for
            the 17 Selected Sites	     74

  8-1       PMio Source Contributions to the Annual and 24-Hour Average
            Design Concentrations, and Proposed Control Strategies for
            the Northeast Hot Spot Receptor	     95

  8-2       PM10 Source Contributions to the Annual and 24-Hour Average
            Design Concentrations, and Proposed Control Strategies for
            the Center Hot Spot Receptor	     96

  8-3       PMio Source Contributions to the Annual and 24-Hour Average
            Design Concentrations, and Proposed Control Strategies for
            the Upper Southern Hot Spot Receptor	     97

  8-4       PMio Source Contributions to the Annual and 24-Hour Average
            Design Concentrations, and Proposed Control Strategies for
            the Lower Southern Hot Spot Receptor	     98

  9-1       Comparison of  Initial  Evaluation Results  by ISCST and CMB for
            Subsets  A and  B	     109
                                       -VI-

-------
                                 LIST OF TABLES

                                   CONTINUED


TABLE                                                                      PAGE

  9-2       Comparison of the Receptor and Dispersion Model Results for
            the October 1, 1983 PMio  Samples    	    Ill

  9-3       Comparison of the Receptor and Dispersion Model Results for
            the October 25, 1983 PMio Samples   	    112

  9-4       Source Contributions Estimated by ISCST Using 5 Years of
            Meteorological Data	    117
                                      -vii-

-------
1.0 INTRODUCTION



    EPA  has  revised  the  24-hour  and annual  primary  National  Ambient  Air



Quality  Standards  (NAAQS)  for  particulate  matter.   The  ambient  monitoring



reference  method,  form  and  concentration  levels  for  the  standards  were



changed.    The   former  standards  were  based on  total  suspended  particulate



matter (TSP), as measured  by the high-volume sampler.   The  revised  standards



are based  on PMio, a  measure which  includes  only that material  collected by



a sampler with  a 50  percent collection efficiency  at  an aerodynamic  diameter




of 10 urn.



    The  revised standards  are of  a  statistical  form,  by  contrast  to  the



previous deterministic  form, and are  listed in  Table  1-1.  For  example,  the



revised  24-hour standard allows  up to  three exceedances  over a three  year



period, while the  former 24-hour TSP standard allowed only one exceedance per



year.  Similarly, the revised  annual  standard applies to the average  of three



consecutive  annual  averages,  instead  of  applying  to'  annual  averages  of



individual years.  Furthermore, the revised annual standard is  expressed as an



arithmetic average, rather than a geometric mean.



    Under  the   Clean  Air  Act  (Section  110(a)>,  State  Implementation  Plans



(SlPs)'are required  for the purpose of attaining and maintaining  NAAQS in all



areas of each State.   As a  result, each  State  is now  required to  revise  its



TSP  SIP  to  address  PMio  instead.   In  recognition of the wide  range  in air



quality  likely   to be   encountered  within  each State,  EPA has  established



different  PMio  SIP  requirements for  each  of  three  groups  of areas:   Group



I:  areas  shown to  be,  or  have  a high  probability of, nonattainment;  Group



II:   areas  where attainment  is  uncertain;  and Group III:  areas  shown to be,



or have  a high probability  of, attainment  (U.S.   EPA,  1986a).   In Group  I



areas, modeling analyses  will be  required to apportion  source contributions
                                       -1-

-------
                           TABLE 1-1

                   PMio  AIR QUALITY STANDARDS
   National Ambient
Air Quality Standard
 New Form and
Numerical Value
  24-Hour (Primary)
PMi0:  150 ug/m3
Expected number of
exceedances less than or
equal to one per year.
  24-Hour (Secondary)
Same as primary
  Annual (Primary)
PM10:  50 ug/m3
Expected annual arithmetic
average
                               -2-

-------
and  to  estimate  current  and  future  concentrations  (PMio   SIP  Development

Guideline,  U.S.   EPA,   1987a).    Where  existing  controls  are  not  adequate,

nonattainment  will  be  indicated  and  revised  control  strategies  must  be

developed.

    In general, the  activities  States will  perform to  attain PMio  NAAQS are

not  expected  to  differ  radically  from  past  activities  directed  towards

attaining  TSP NAAQS.   However,  several  changes  associated  with  the  PMio

NAAQS  necessitate revisions  in the  specifics of  particulate matter control

strategy development.  These include:
    •  The change in size range from TSP to

    •  The statistical form given to the PMio NAAQS

    •  The lack of an extensive historical PMio data base

    •  Use of  receptor  modeling as a  complementary method  to dispersion
       modeling


An  effect  of  these  changes is an increase in  the complexity of  some of the

tasks  required for  SIP development.  To assist  States  with these  tasks, this

document  •provides   a  structured  framework  for  PMio  SIP  preparation  and

illustrative examples of the PMio SIP development process.



1.1 Technical  Overview

    The  development  of  control  strategies to  attain  and  maintain  PMio air

quality standards requires  reliable methods for  estimating the following:


    •  Source  contributions to observed air quality

    •  Air quality at locations where monitoring data are not available

    •  Changes in air quality which would result from changes  in  emissions


    Methodologies   for   obtaining  these  estimates  fall   broadly  into  two

categories:   1) dispersion models and 2)  receptor models.  Dispersion  models

                                       -3-

-------
are designed  to  predict ambient  air  quality and/or  define the  relationships



between source  emissions  and ambient  concentrations.   Receptor  models  are



designed to apportion source  contributions  based on a mass  balance  analysis of



source and ambient particle composition.



    A systematic approach  for applying  dispersion and receptor models  is shown



in  Figure  1-1  which   represents  PMio   SIP  development   as  a   four  step



procedure:  1)   determine  the  SIP revision  requirements;  2)   historical  data



base evaluation and model  selection;  3)  model performance  evaluations;  and 4)



control strategy  evaluations.  The procedure emphasizes the critical  issue of



model performance evaluation prior to  control strategy modeling.  In addition,



the procedure  recognizes the time  constraints  for SIP development  (9 months)



and  therefore stresses  analyses  built  around   the existing  data  base  while



minimizing  the  need  for  extensive   data  processing (e.g.,  for  dispersion



models) or additional data collection  (e.g., for receptor models).



    The  first  step  in  PMio  SIP  development,  determining the SIP  revision



requirements,  begins with  reviewing the data from  ambient  monitoring  stations



to  estimate  the   location,  degree,  and  spatial  extent  of  a potential  air



quality problem.   The  degree of  the  problem may be  assessed  either  directly



using  'available  PMio  data or  indirectly  using  nonattainment  probabilities



based on  TSP  and/or  inhalable particulate  (IP)  data.  The  assessment process



classifies  the area  surrounding a monitoring site  into one of  the three groups



mentioned previously.  The level  of effort  associated with SIP development  is



strongly  dependent on  which of the three  groups to which an area is  assigned.




This is illustrated in Figure 1-1 which shows the  SIP requirements for Groups



I, II, and  III.



    For  areas classified  as Group I,  demonstrated  or high  probability  of



nonattainment,  the  next  step  in PMio  SIP  development  is   compilation  and



evaluation  of available  data for use in the required modeling.  To facilitate






                                       -4-

-------
DETERMINE
SIP
REVISION RE-
QUIREMENTS
                              REVIEW EXISTING
                                     OAT*
                                                                 REVIEW EXISTING
                                                                     TSP DATA
                     DIRECTLY
                      ASSESS
                    ATTAINMENT
                      STATUS
                                        DEVELOP
                                       PMio TO TSP
                                      RELATIONSHIP
                      APPLY
                     NONATTAINMENT
                      PROBABILITY
                      GUIDELINE
                            GROUP I
                              SIP
                         REQUIREMENTS
HISTORICAL
DATA BASE
EVALUATION
AND MODEL
SELECTION
MODEL
PERFORMANCE
EVALUATIONS
CONTROL
STRATEGY
EVALUATIONS
  GROUP II
    SIP
REQUIREMENTS
 GROUP III
    SIP
REQUIREMENTS
                                                                      REVISE PSD/NSR AND
                                                                    MONITORING SIP SECTIONS
                                           COMMIT  AND  SCHEDULE TO:
                                           GATHER AMBIENT PMjo DATA
                                           REPORT EXCEEDANCE5, NONATTAINMENT TO REGIONAL OFFICE
                                           EVALUATE ADEQUACY OF EXISTING SIP. NOTIFY REGIONAL OFFICE
                                           ADOPT CONTROLS SUFFICIENT  TO ATTAIN THE PMin NAAQS
                                           WITHIN 3 YEARS AFTER APPROVAL OF THE COMMITTAL PMigSIP
                          EVALUATE
                          EMISSIONS
                            DATA
  EVALUATE
  AMBIENT
   DATA
   EVALUATE
     MET
    DATA
                                                SELECT APPROPRIATE
                                                   RECEPTOR AND
                                                 DISPERSION MODELS
                                         n
                                                        _L
                                          ADDRESS ANY IDENTIFIED
                                             DEFICIENCIES IN
                                                DATA BASE
                                  PREPARE EMISSION
                                     AMBIENT AND
                                    MET. DATA FOR
                                     MODEL INPUT
_l


DERIVE
BACKGROUND
CONCENTRATIONS
                                        RUN
                                     DISPERSION
                                       MODELS
                                                                  RUN
                                                               RECEPTOR
                                                                 MODEL
                                              EVALUATE  AND RECONCILE
                                              RECEPTOR AND DISPERSION
                                                   MODEL RESULTS
                                                       J_
                                                               V
                                    REFINE MODEL INPUTS
                                   BASED ON EVALUATION/
                                   RECONCILIATION PROCESS
                                                      MODEL
                                                PROJECTED EMISSIONS
                                DEFINE SPATIAL  EXTENT
                                OF NONATTAINMENT AREA
                                                            COMPILE  LIST OF
                                                          CONTRIBUTING SOURCES
                                                     DEVELOP
                                                CONTROL STRATEGIES
                                                       TEST
                                                CONTROL STRATEGIES
Figure  1-1.   The  Principal  Components of  the

                                            -5-
                                                                           SIP  Development  Process.

-------
designing dispersion  and  receptor  modeling analyses,  the emissions,  ambient



air  quality,  and   meteorological   data  bases   are  evaluated.    Important



considerations are  minimum model  input requirements and  data quality.   This



step also addresses  the question of  selecting appropriate air quality models.



    The third step of  SIP  development stresses  model performance  evaluation in



recognition of the critical need for reliable  modeling results for  developing



effective and efficient  control  strategies.  The  performance of dispersion and



receptor  models  must   be  evaluated  prior  to   use   in   control   strategy



development.   The  essential   elements  of  model  performance  evaluation  for



PMio  SIP   development   include:    design   considerations;   data   preparation



including   TSP  to   PMio   emission  inventory   conversion;  derivation   of



background  concentrations;  comparison of observed to modeled  concentrations;



reconciliation of receptor  and dispersion  model results;  and supplemental data



collection.



    The  final step  in the PMio SIP process  is  control  strategy development



which  is  the preparation  of  a  verifiable  plan showing the level of  control



needed  to  demonstrate  attainment  of  the  NAAQS.   The  concept  of  design



concentrations assumes a central role in control  strategy  development.   Design



concentrations  for  the  24-hour and annual  PMio  NAAQS  may  be established on



the basis  of ambient measurements and/or modeling  estimates.  Other important



elements  of control strategy  development  include:   establishment of baseline



and projected emissions; preparation of model input data;  and  derivation of



background  concentrations.   One issue which  is  specific  to control  strategy



development  for  the  24-hour NAAQS is the computational  burden associated  with



modeling multiple years of 24-hour  average concentrations  at a large number of



receptors.  To overcome this difficulty, a directed modeling approach has  been



developed which  identifies regions of  elevated concentrations as  reliably as a
                                       -6-

-------
comprehensive analysis  but  in  a more  efficient  manner.  The  details of  the



directed modeling approach are discussed in Section 8.0 of this  document.








1.2 Objectives



    The objectives of this  document  are to provide:  1) a structured framework



for  PMio  SIP  preparation and  2)  examples  of the SIP  development  process.



Together, the  framework and  examples  will provide a consistent basis  for  the



effective  completion  of  the  SIP  revisions  required  by  the  PMio  NAAQS.



Although  the complete  SIP  development process is discussed and  illustrated,



the use of  modeling  techniques  will  be  emphasized.  Available  dispersion  and



receptor  modeling  techniques  will   be  applied   and  their  results  will  be



compared.   In addition,  this document  illustrates  methods for  evaluating  the



performance  of  any  given  modeling  approach,  and  for using two  or  more



approaches  in  combination  to  achieve  a  more  reliable  and  more  complete



understanding of source contributions (U.S. EPA, 1987b).



    Analyses  applicable  to  both  the  annual  and  24-hour  PMio  NAAQS  are



demonstrated.   The application  of models  in control  strategy  development is



described.  The  examples  provided  include an urban area  problem and a problem



caused' by an industrial source with fugitive dust emissions.








1.3 Overview of Document



    This  document  is  organized  into  ten  main  sections.   The  regulatory



background  of the  PMio  NAAQS  and  an overview  of the  technical  approach to



PMio   SIP   development   are  contained  in   Section   1.0.   A  more  detailed



description of  the  technical  procedures available  for  PMio  SIP  development



is  provided in Section 2.0.  Sections  3.0 - 8.0  describe the  SIP  development



process  for the example urban area.  Section 3.0  is a  description of  the urban



area  and associated data bases which  are used  to develop the example urban






                                       -7-

-------
area SIP.   The procedures used  to  determine the SIP revision  requirements  are




illustrated in  Section 4.0.  In  Section 5.0,  SIP  development data  needs  are




discussed.  The  requirements  for  SIP development  modeling are  presented  in




Section 6.0.  Model  evaluation  is  described in Section 7.0  and the derivation




and testing of control  strategies  are covered in Section 8.0.  The industrial




source  example  is  contained  in  Section 9.0  and  references  are  provided in




Section 10.0.




    The  urban  area example  uses  a  data  base developed  previously for  the




Philadelphia Air Quality  Control  Region  (AQCR).  This  data base was selected




because of  its  versatility, not because  of any expected nonattainment problems




in this AQCR.   In  order to illustrate the  SIP development  process,  this data




base was modified to create artificial PMio and TSP nonattainment areas.




    The industrial  area example described in  Section  9.0 uses  data developed




during  previous  studies  in a known PM10 nonattainment area.   The  location of




that area is unimportant  to the example  and is therefore not  identified.  The




data base  used  for this example was also modified to better illustrate the SIP




development process.
                                       -8-

-------
2.0 TECHNICAL BACKGROUND



    Airborne particulate matter encompasses  a  wide variety of materials  which



are introduced  to  the atmosphere  in many different  ways and which range  in



size from  submicron  up to  at least  100  urn in  size.   The Agency,  based upon



health  effects, has  chosen  the   fraction   less   than  10   urn   in  size  for



regulation.








2.1 Particulate Matter Sources



    A  wide variety  of  sources  contribute  to  airborne  particulate  matter.



These  sources   include  point  source  (stack)   emissions   from  industrial,



commercial,  and residential  locations;  fugitive  dust  (non-point)  emissions



from industrial processes and materials  handling;  mobile source  emissions from



automobiles,  trucks,  boats,  trains;  fugitive  dust  from  paved  and  unpaved



roads;  natural  emissions   (such   as  pollen);   forest  fires;   and  aerosols



generated by atmospheric chemical  reactions.



    The   PMio   primary  standards   introduce  additional   requirements   to



understand  the  particle size  distributions for different  types of  sources.



Certain problems,  such as  estimating particle settling  and  deposition, become



relatively  unimportant  since the  NAAQS  addresses  smaller particles;  however,



particle formation could become more important.








2.2 Modeling Techniques



    The two basic  categories of modeling  techniques  available  for estimating



source  contributions  to  concentrations  are  dispersion  models  and  receptor



models.  Dispersion  models   predict  concentrations based  on source emissions



data  and  meteorological  conditions.   In  contrast,  receptor   models  use  a



variety of statistical/mathematical methods  to  estimate source contributions



based on measured physical/chemical properties of ambient and emission  samples.






                                       -9-

-------
    Each type  of model  provides valuable  information  and insight  regarding



particulate matter concentrations.  The  input  requirements  for the two methods



are quite different.   Each model  type  is discussed  in further  detail below.








2.3 Dispersion Models



    The  dispersion   models  commonly  used  for regulatory  applications  are



Gaussian models,  which employ a relatively  simple  mathematical framework  to



predict  plume  behavior  downwind of  an  emission source.    Two  short-term



Gaussian models  which are  frequently applied  for particulate matter  sources



are RAM, which  is typically used for multi-source  urban problems,  and  ISCST,



which is primarily intended for  an  industrial facility.  These  two models are



recommended for urban  and industrial  source applications by  the  EPA  Guideline



on  Air Quality  Models (Revised)  (U.S.  EPA,  1986b).    For estimating  annual



average concentrations, CDM 2.0  is recommended for urban regions and ISCLT is



recommended  for  industrial sources.    (Although  these models are  generally



applicable  as  just  described, specific circumstances  may  be used to justify




the use of other models.)



    Model  input  requirements  for short-term applications include (but  are not



limited  to)  hourly  meteorological   conditions   (wind  speed  and  direction,



temperature, mixing height, and atmospheric stability),  emission rates,  source



characteristics  (stack parameters,  location,  particle  size  distribution, and



possibly building dimensions)  and receptor locations  where  model  predictions



are  needed.   For annual average modeling,   frequency  distributions  of wind




speed, wind direction, and atmospheric  stability are entered instead of  hourly



values.  More  details on dispersion model inputs  are provided  in the Guideline



on Air Quality Models  (Revised)  (U.S. EPA, 1986b).
                                      -10-

-------
    2.3.1  Assumptions




    The  dispersion  modeling  approach incorporates  a  number  of  assumptions




relating to  meteorological  conditions and  to emission rates.  Within a  given




hour, wind speed and direction are assumed  to be steady and  spatially uniform




over  the  modeling  region..  Atmospheric turbulence   is  also  assumed  to  be




relatively uniform over the  region.   The local  influence  of nearby  buildings




or  emission  sources  very close  to a  receptor  is generally not  considered  in




modeling  for  urban-scale   applications.   Many  smaller   point   sources   of




emissions are combined  into  the  area source inventory, on  the  assumption that




such sources do not individually dominate local  air quality.




    The  temporal  variability of  emissions characteristics   is often ignored  in




multi-source applications, due to  a  lack of  available information.  Thus,  it




is  generally assumed  that   normal  operating  conditions  prevail at  important




sources, and that observed air quality is not  influenced unduly by  episodes  of




abnormally high  emissions.   Daily background air quality  concentrations (due




to  sources outside of the study area) are  also assumed to be uniform  across




the region.








    2.3.2  Performance Evaluations




    The performance of dispersion models is generally  evaluated  for a specific



application  by  comparing  predicted and  observed  concentrations at  monitor




locations.   Such an  analysis  requires  meteorological data  and an  emissions




inventory  specific  to the  time  period when   air  quality  measurements were




taken.   By analyzing  the  differences between observed and  predicted values as




a  function of monitor location and  of meteorological  conditions,  shortcomings




in model inputs or assumptions can often be identified.




    For  regulatory applications,  peak short-term concentrations are usually of




greatest   concern.    Comparisons   between  observed   and   predicted   peak






                                      -11-

-------
concentrations at a given monitor  are  of interest both  for individual  events



(paired  in  time)  and  regardless  of  when they  occur  (unpaired  in  time).



Systematic differences between observed and predicted values at most  monitors,



such as consistent over- or  under-prediction,  generally  indicate  problems with



the model and/or meteorological inputs.   Uneven results across the  network,  by



contrast, are more often indicative of deficiencies in the emission inventory.








    2.3.3  Advantages



    Dispersion models offer  several  advantages,  compared to receptor modeling



techniques.   The primary advantage is  the capability  to assess  impacts  for



locations,  emissions  and meteorological  conditions  different  from  those  for



which monitoring data  are available.  These capabilities are  critical  for SIP



development,  since it  is  important to  demonstrate  that  air quality  standards



will be  achieved everywhere  (not just at monitor  locations)  and  to assess the



effects of  control  strategies for nonattainment situations.   In  addition,  the



minimum  data input requirements  for dispersion models  are more  likely to be



fulfilled  than for receptor  models, at  least until a  substantial  PM10 data



base analyzed for components is available.








    2.3.4  Uncertainties and Limitations



    For  urban  particulate  matter  studies,   the  largest  uncertainties  in



dispersion  model  predictions are those associated with source inputs.   This is



especially  true  for  short-term  (24   hour)   predictions,  since   it  is very




difficult  to  estimate  or to  reconstruct short-term  variations  in  emissions.



Uncertainties in  emission  rates  may be  small  for  some source  categories



 (perhaps  10  to 20  percent   for  point  sources)  but  as  large as  an order of



magnitude  for fugitive  sources, if  no  source measurements have been  made (U.S.



EPA, 1985a).






                                       -12-

-------
    A  second  important  source  of  uncertainty  is  the spatial  averaging  of


emissions which occurs when many  small  sources are  combined  into area  source


emissions.   This uncertainty  is  particularly important for receptor  locations


in the immediate vicinity of an emission source/  such as a roadway,  which  can


produce locally elevated concentrations.


    Assumptions about background  air quality  due to  sources outside  of  the


modeled  region produce  additional  uncertainty  in  predicted concentrations.


Background  estimates  are  typically  derived  from  monitoring  data   and  are


subject  to  measurement  uncertainties and the limitations of  whatever analysis


procedure is used  to  distinguish  the background  from observed  local  impacts.


Secondary aerosols  are generally  considered as  part of background.


    Another important  limitation  is  the  lack  of  a  generally accepted  method


for estimating dispersion model uncertainties.





2.4 Receptor Models


    Receptor models  provide  a means  of  estimating source  contributions  to


observed particulate  matter concentrations.  The  estimates  are provided by a


mass balance of aerosol properties measured at  receptors with those typical of


suspected sources  to  calculate the contributions which each  source could have


made  to the  receptor  concentrations.   The previous  statement  suggests  the


existence of  a fundamental receptor model:  i.e. the mass  balance  of linearly


additive  aerosol  properties  between  the  source   and  receptor.    Although


numerous  aerosol  properties   and mathematical  procedures  have  been used in
                                                              t

receptor models, an expression of mass balance  is common to all such models.


    Specific receptor models  are  defined when a  set of aerosol  properties and


a  mathematical  solution to the  mass balance  equation have  been employed in


combination frequently  enough to  have received a generally accepted name.  For


example, the  chemical mass balance  (CMB) model  is   the  common  name  given to



                                      -13-

-------
using  a weighted  least-squares  solution  to  the  mass  balance  equation  in

combination  with multi-chemical  characterization  of  the aerosol  (U.S.  EPA,

1987c).  Receptor modeling  techniques are  described in  Volume  I of  the  EPA

Receptor  Model  Technical   Series,  entitled   Overview  of  Receptor   Model

Application to Particulate Source Apportionment  (U.S.  EPA, 1981a).

    Any linearly additive feature of  the  aerosol can be employed in  a  receptor

model  estimation.  Some of  the  physical/chemical methods which have been used

to develop the input data  for receptor models include:


       X-ray fluorescence  (XRF)
       Ion Chromatography  (1C)
       Instrumental  Neutron Activation Analysis  (INAA)
       Automated Scanning  Electron Microscopy (ASEM)
       Optical Microscopy  (OM)


When  applied to ambient  samples,  the first three methods provide composition

data  which  reflect  the combined effects  of all  sources.   In  contrast,  the

microscopic  methods  (ASEM and OM) provide a means  of characterizing individual

particles.

    When whole  filter data  are. available  (from XRF,   1C  or INAA) statistical

solutions  to the mass balance  equations  must  be  employed to  resolve  each

sample's  composition  into  a   set  of  components  from  different  sources.

Receptor models  in this category are CMB,  multiple linear regression (MLR) and

factor analysis  (FA).    Of  these,  CMB  and MLR  provide quantitative  source

contribution estimates  while  factor  analysis,  at   its  present   stage  of

development, is  qualitative.

    By examining individual  particles,  the  microscopic  methods are  able to

identify  contributing  sources   with  a high degree  of  confidence.  However,

relating the particle  characterization to the sample  as a whole involves  many

sources  of  error.    Because  of  these   errors,  receptor models based on

microscopic analysis   provide   only  semi-quantitative  source  contribution


                                      -14-

-------
estimates.   One  source  of  error  is  the  small  number of  particles  analyzed




(ASEM <  1000,  OM significantly fewer).   In addition, microscopic methods  can




reliably analyze  only  particles  which are greater  than  1  um  in  diameter.




For a  PMio  sample,  up  to half the  mass  can  be less than 1 um  resulting in




a strong bias  in the  microscopy  data.  For  further  information  on  particle




identification techniques  refer  to Volume  IV of the Receptor Model  Technical




Series (U.S.  EPA, 1983).



    Although receptor  models  do not  require  emission rate and  meteorological




data,  this  information is  valuable  for   distinguishing  among  sources  with




similar emission  compositions.   For  example,  wind direction data can help to




narrow the  list  of candidate  sources contributing  to a  given monitor on  a




given day.








    2.4.1  Assumptions




    Two assumptions underlie all  receptor modeling  techniques.   The  first is




conservation of mass,  i.e.,  material from a given source arrives at a receptor




independent of other  sources and  then linearly combines  with  material  from




other  sources.   The second assumption is conservation of  relative composition




of  material  from time of  emission  until  arrival  at  the  receptor.   Only




physical/chemical features  of  the aerosol  which can be justified as meeting




the above assumptions  should be used in receptor models.




    Specific  receptor  models often require further  assumptions.   For example,




the  CMB  model  assumes  statistical  independence  among  source  composition




profiles.   Although  satisfactory  model  results  can  be  expected  when  this




assumption is violated to a limited degree, sources with  very similar emission




compositions  can not  be  resolved  without the measurement  of  distinguishing



features.
                                      -15-

-------
    2.4.2  Performance Evaluations

    The performance of receptor models  is evaluated by confirming the  model's

applicability, examining  any  reported "goodness of fit" parameters,  comparing

the  observed  to  predicted mass,  and determining  the degree  of  consistency

between  the  estimated source impacts  and other  evidence.   For most  receptor

models,  such an  evaluation  is generally  an  ad  hoc,   qualitative  process

designed  for  a  specific application.    However,   for  the  CMB   model,   a

standardized, seven-step  protocol  for model  performance  evaluation  has  been

developed  which  provides quantitative  estimates  of  precision  and  validity

(U.S.  EPA,  1987d).   Briefly, the  seven  steps  in  the performance  evaluation

protocol include (U.S. EPA, 1987d):


    1) Determine  the  general  applicability  of  the  CMB model  to  the
       application at hand;

    2) Configure  the  model   by  identifying  and  assembling  the  source
       types,  source  profiles,  and  receptor  concentrations needed for
       model input.  Make a preliminary application of  the model  to these
       data;

    3) Examine  the   model's  statistics   and   diagnostics  to  identify
       potential deviations from the model assumptions;

    4) Evaluate problems  which might  result from  deviations from  model
       assumptions;

    5) Make  any model changes which solve  identified problems and re-run
       the model;

    6) Assess the stability  of  the model  results  and their consistency
       with the preliminary analyses; and

    7) Evaluate the  model results  by reconciling them with other receptor
       or dispersion model results.



    2.4.3  Advantages

    The  principal   advantage  which   receptor  models   offer,   compared   to

dispersion  models,  is greater independence  from the  emissions  inventory  and

meteorological measurements.  Source  contributions  are estimated directly  from


                                       -16-

-------
observed air  quality  and  source  compositions.   Receptor  modeling  requires




information regarding  emissions composition  but  does  not  use mass  emission




rates.  Some receptor modeling  techniques  will  also identify emission  sources




which have  not been included  in the  emissions  inventory.  Receptor  modeling




analyses can  also focus  on events with  observed  maximum concentrations  and




identify   contributing   sources  for   these   specific  conditions.    Another




advantage is that receptor models are good at  quantifying area source impacts.




    With  respect  to  the  24-hour  average  NAAQS,  a  major  advantage  of  some




receptor models  (e.g.,  CMB  and OM)  is  that  their application to  individual




samples  makes  it  possible to  quantify source  impacts  at specific times  and




locations.




    Another major advantage of  CMB  is that errors are  propagated  through the




calculations such  that  the uncertainties of source contribution estimates  are




known.








    2.4.4  Limitations and Uncertainties




    Receptor   model  results   are   specific  to  the  monitor   locations  and




conditions  for which ambient samples were analyzed.  In the absence of a dense




monitoring  network, no  method  of extrapolating results  to other  locations or




other  conditions  is  available,  aside  from  dispersion  modeling.   For this




reason,  receptor  modeling is most useful for situations  where monitoring data




show  nonattainment,  and  the central  issue is the  need  to quantify the  impact




of contributing  sources.   Even in this situation, however,  receptor  modeling




techniques  cannot be used to demonstrate the adequacy of a control  strategy  at




locations other than monitoring stations.




    The  major  limitation  of  receptor  models  with  respect  to PMio  SIP




development is probably the general inadequacy of  the historical data  base for




PMio.    Other  important   factors   which  contribute  to  the  uncertainty   of






                                      -17-

-------
receptor  model   results   include   similarities  between   sources  and   the




variability of each source's composition.   One  example of source  similarity is




re-entrained  dust  emissions  from  paved roads;  these  emissions  originated




elsewhere and  are often difficult  to distinguish from  those of the  primary




sources.   Day-to-day  variations   in   emissions   composition  are  a  natural




consequence  of variations  in operating  conditions.   An  extreme  example  of




variable  emissions composition  would  be  a  municipal  waste  incinerator  or




resource  recovery facility which experiences  a wide  range  of   feedstock  and




operating conditions.   Measurement  error also contributes to uncertainties in




receptor  model  results.   Errors  in  either  source  or  ambient  composition




measurements can lead to incorrect source attribution.




    The  effort and  cost of  physical  and  chemical  analyses  have  generally




limited  receptor  modeling  studies  to a few  tens of  ambient  particulate matter




samples  (such  studies  have  seldom examined as many  as  100  filters) and  20 or




fewer source  samples.   These numbers of samples (ambient or source) constitute




an  important  limitation to study results, since it  is sometimes  difficult to




achieve  representative results  from a  small  data  sample.   In  general,  the




samples  should be chosen to represent a  variety of  meteorological conditions.




Further  discussion of  the  selection of ambient samples  for receptor modeling




analyses  can  be  found in  the  Protocol  for Reconciling   Differences  Among




Receptor and Dispersion Models (U.S. EPA, 1987b).
                                      -18-

-------
3.0 DESCRIPTION OF THE EXAMPLE URBAN AREA AND DATA BASE

    The Example AQCR  is  a typical  urbanized AQCR  where  PMio SIP  preparation

may  be  required  and therefore  provides  a  useful   basis  for  developing  a

representative urban  area PMio  SIP  development example.   Maps  of  the  Example

AQCR are provided  in  Figures  3-1 thorough 3-4.  The maps  show the locations of

TSP  and PMio  monitoring sites  and  the  locations of  major  point  sources.

Figures  3-1  and  3-2  give  an  overview  and  Figures  3-3  and  3-4  provide

successively more detailed views of the metropolitan area  in the  center  of the

Example  AQCR.   This  urban  area  PMio  SIP development  example  focuses  on the

central portion of the metropolitan area.

    Most  of the  data used  for  the  urban  area  PMio  SIP development  example

were collected  in  1982 as part of  a  special urban aerosol study.   That study

included  an intensive one-month  period of  collocated PMio and  TSP monitoring

during  the  summer of  1982,   followed  by  numerous  analyses  to   determine the

composition  of  the   PMio  samples  (Dzubay,  T.G.,   et al.,  1987;   NEA,  1982;

PEDCo,  1983).   In  addition,  a detailed  PMio emission inventory  was developed

(Engineering-Science,  1984).



3.1 Typical Characteristics of the Example Urban Area

    The  example urban area  contains a  typical  mix and  distribution of PMio

emission sources.  The major source types include:


       Coal combustion
       Oil combustion
       Oil refineries
       Incinerators
       Chemical manufacturing
       Iron and steel production
       Grain handling
       Motor vehicle exhaust
       Paved and unpaved road dust
                                      -19-

-------
4500
4490
4480
4460 •
4450
444U
4430
4420
4410
4400
4390
4380
4^70
4360
4350
4340
                                                                  SCALE  IN UTM KILOMETERS
    400   410    420   430   440   450   460   470   460   490   500   510   520   530   540   550   560

                                                                       LEGEND

                                                        A TSP MONITORING  SITES  USED TO
                                                           DETERMINE  BACKGROUND  CONCENTRATIONS

                                                        •  OTHER TSP  MONITORING SITES


         Figure 3-1.  TSP monitoring  sites  in  the Example AQCR that met minimum
                      sampling criteria  in  1982.
                                              -20-

-------
4500
4490 -
4460 -
4470
4460 -
4450
4440
4430
4420
4410
4400
4390
4360
4370
4360 -
4350 i
4340
                                                                    SCALE  IN  UTM KILOMETERS
   400   410    420   430   440    450   460   470    480   490   500   510   520   530    540   55U   SGU


                                                                         LEGEND

                                                                  • MAJOR POINT SOURCES


       Figure  3-2.   Example AQCR study area map depicting major point source locations
                     outside the 42.5  x 42.5 km area source grid.
                                              -21-

-------
4440-
      172-174

         180-
178-179. 181 .201-203
            •182
4430-
4420-
4410-
4400
                      98113           130«
                            114-115
              97
            SCALE IN UTM KILOMETERS
     465
       470
    LEGEND:
475
480
485
490
495
500
505
                        1982 MONITORING SITES (TSP only)
                        ONE MONTH  MONITORING SITES (TSP and PM1Q collocated)
                        1982 (TSP  only) AND ONE MONTH (TSP and PM1Q collocated) MONITORING SITE
                        MAJOR POINT SOURCES
     Figure 3-3.
              and TSP monitor locations and  major  point  source locations in low
              ty areas in the 42.5 x 42.5  km area  source grid.
                                          -22-

-------
4430
          7,E
4425
         258-
         259 .
                   249-
                   250
              237
4420.
208-211
   •

       204
 205. X207
216-  * 212-213

          ,„
         -252
         •   .206
        214-   •
        215        -241
               219
        21fi
                       261
4415-
                                                                                    .242
                                                                               •244
                                 A16
                                                          2?2-
                                                          224  ,220


                                                   •240  A 17 .?21

                                                    231-234.

                                                           248
                                                  238-239  /
                                             245.
                                            .235-236

                                            ,255-256
                                          A10
                        485
                                   .16-19

                                   41-50

                                   28-35
                    4,C
                                                                 SCALE IN UTM KILOMETERS
                                      490
495
            LEGEND:
                     A  1982 MONITORING SITES  (TSP only)

                     •  ONE MONTH MONITORING SITES (TSP and PM1Q collocated)

                     • 1982 (TSP only) AND  ONE MONTH  (TSP and PM1Q collocated) MONITORING SITES

                      •  MAJOR POINT SOURCES

        Figure 3-4.   PM.g and TSP monitor locations  and major point source'locations  in  the
                     urBan center of the Example  AQCR  study area.
                                              -23-

-------
The  area also  contains  many  fugitive   dust   sources,   including  industrial



processes and construction  and related  activities  that produce rock and  soil



emissions.    The   existing   data  base   for   the   example  urban   area   is



representative of  most  large  urban  areas  in  that  it  contains  an  extensive



amount of historical TSP data and a  good quality TSP emission  inventory.   The



meteorological conditions that  affect the  example  urban area  are typical  in



that  winds  occur  frequently from  all   directions  and  are not  significantly



influenced by any complex terrain features.








3.2 Unusual Characteristics  of the Example Urban Area



    The data base  for  the example urban  area  is unusual in that it  contains-



only  one  month  of  PMio  sampling.   An intensive one month  study was  conducted



in  this  urban area  where 6 PMio  and 6  TSP  monitors  were collocated  (sites



A-F  in Figure 3-3) and samples were taken every 12  hours for 31 summer days in



1982.  The  resulting  average  PMio  to   TSP  ratio  was  used  to estimate  PMio



concentrations  at  other  locations  where  only TSP monitors,   with  samples



collected every  6th day  in  1982, were  available.   At  three  of  the  six  PMio



monitoring  sites  (A,B,F  in  Figure  3-3), detailed  analyses were  performed to



determine   the   chemical   composition   of   the   PMio    samples.    Chemical



composition  profiles  were  also  obtained  for  some  of  the   important  PMio



emission sources in the example urban area (Dzubay,  T.G., et al.,  1987).
                                      -24-

-------
4.0 SIP REVISION REQUIREMENTS FOR THE EXAMPLE URBAN AREA




4.1 General SIP Revision Requirements




    EPA has established  different  PMio  SIP revision  requirements  for each  of




the  three  groups  of  areas  described previously  (see  Section  1.0).   The




requirements are  most extensive for  Group I  areas  and  least  for  Group  III




areas.  For all  areas,  the  SIP  revisions  are  required  within  9  months  of




promulgation  of  the  PMio   standards.   As  a  minimum,  the   Prevention  of




Significant Deterioration (PSD)XNew Source  Review (NSR) and  ambient  monitoring




sections of the SIP must be  revised.




    For  Group  I  areas,  the  SIP must provide  for  attainment  of the  PMio




standards as expeditiously as practicable,  but no later than 3 years  after the




SIP  is approved by  EPA (unless a 2-year  extention  is granted under  Section




110(e)  of  the Clean Air  Act).  Modeling  is   required  to  demonstrate  the




efficacy  of the  control strategies  needed  to  attain  and  maintain the  PMio



NAAQS.




    The SIP revision  requirements  for Group II and III areas  initially do not




include modeling  or the development  of control  strategies.   However,  States




may submit  a  SIP  which includes modeling for Group II areas  as is required for




Group I areas,  if they wish.  Additional SIP submittal  requirements  for Group




II areas  are   summarized in Figure 1-1.   Further details are provided  in the



PM10 SIP Development Guideline (U.S.  EPA, 1987a).








    4.1.1  Criteria for Grouping Areas




    An area is placed into  one of the three groups discussed above based on an




analysis  of the  attainment status  of  the  area.    The preferred  method  of




determining the  attainment  status of a given area is  to apply  the  procedures




described in Appendix K of  40 CFR58 to 3  years of PMio data.   In the absence




of 3  years of  reliable PMio data,  EPA has  developed procedures for  the use






                                      -25-

-------
of  the  available PMio data  supplemented with  TSP (or IP)  data to  determine

each  area's  probability of  nonattainment  of  the  PM10 standards  (U.S.  EPA,

1986a).   An  area may be  moved from  one  group  to another  if the  available

ambient  data  are  not  deemed  representative  of  present  and  future  PMi0

concentrations.

    Since most states  have not been gathering PMio data for  3 or more  years,

most  will  assign each area  to one of  the  three  groups based on a  calculated

probability of nonattainment.   EPA has defined the  nonattainment probabilities

for each group as follows:   Group I:   95 percent  or  greater. Group II:   20 to

95  percent,  and  Group III:   less than  20  percent.  EPA  has also  determined

that  all  PMio  data  gathered before  1987  are  subject to  some  uncertainty.

This  uncertainty  may  affect  the nonattainment  probability  calculated for  a

given  area  (see  the  PMio  SIP  Development Guideline  (U.S.  EPA,  1987a>  for

further details).



    4.1.2  Defining Area Boundaries

    Several  techniques have  been used by States to define  the  spatial extent

of  NAAQS   violations,  expressed  as   boundaries  of  nonattainment  areas.

Basically, the approaches used can be placed into three categories:


    •  A  qualitative  analysis  of the  area of representativeness  of the
       monitoring   site,  together   with   consideration   of   terrain,
       meteorology and sources of emissions.

    •  Spatial interpolation of air monitoring data.

    •  Air quality simulation by dispersion modeling.


    In  determining  the  extent of a  PMio nonattainment situation,  the use  of

any one or  a combination of  the above categories  is  considered  generally

acceptable  to  EPA.   The  choice  of  which technique  to  use  depends  on the

complexity  of the  PMio  problem area  and the  available  data.   These  choices


                                       -26-

-------
and  techniques  are  discussed  further  in  the  Procedures  for   Estimating

Probability  of   Nonattainment  of   a  PMio  NAAQS   Using  Total   Suspended

Particulate or  PMio Data  (U.S.  EPA,  1986a),  referred to herein as the  PMio

Nonattainment Probability Guideline.



4.2 Analyses of the Probability of  Nonattainment  in the Example Urban Area

    The  initial  step  of the  PMio SIP development  process  for  the  example

urban  area was  to gather  and  review  all existing  data  from the  monitoring

stations within the AQCR.   This step was designed to  collect  all  TSP,  IP  and

PMio  measurements  taken over  the  previous  three  years  at  all   monitoring

sites.   The  review process for these  data  consisted of  the  compilation  and

verification of the following  items  for each monitoring station,  for each type

of data measured (TSP, IP, PMio):


       Years for which data were available
       Yearly sampling schedule (e.g., every sixth day)
       Yearly and quarterly numbers of data points
       Yearly arithmetic means
       Yearly maximum 24-hour values (i.e., first through fourth  highest)
       All 24-hour values that exceeded the PMio  NAAQS


    A  partial  example compilation for  3 sampling  sites in the  example urban

area is presented in Table 4-1.  The table shows  data  for TSP monitoring sites

2, 4, and 9 (see Figure 3-3).

    Following  data   compilation,  the   PMio  nonattainment  status   at  each

monitoring  site  was  determined using  appropriate  methods described  in  the

PMio Nonattainment  Probability  Guideline (U.S. EPA,  1986a).   For  the example

urban  area,  the selected  procedures  were those "which only apply  to TSP data

obtained using  an every  sixth  day  sampling  schedule over a 3-year period.

Different  procedures  apply when other  sampling  schedules  or  PMio  or IP data

are  evaluated.    These   other  procedures  are  fully  described  in  the  PMio
                                      -27-

-------
     -i O<
     < z ui
     o i-i ae
     t-t at <
     ae o
     o K z
     H- w<
     en z m
—   t-l Q O£
     u. a. ui
     o    CM
                                          in    CM
                                          —    in
                         f»   CM
                         "   in
                         <•>   CM
                               t.
                               CU £
u
di
               9i   at
               —   vO
               •—   CM
                                                   oo   r»   r»
a>   00   «•
n   CM   o
CM   CM   CM
  X

  -
                                          «-   \O   •-   01
                                          —   «r   at   oo
                                          ^   IM   •—   •—
                                 X

                               x-S
                          at
                          —   01«
                                 x
                                 a
                                 -
                          at   > *J
                          —   0110
                          at   > *>
                          —   o> vo
te    I     t   -
Si      §   i
                                      a>   at   at   at   CM   vo
                                      in   ^   r>   in   m   en
                                                    CM    CM   CM
       v>
       4J



       !«        ii
       **   01        £   £
       S   *   3    4-   i   *
            U   O    CM   CM   CM
       *o   U   £
                                      u
                                      cu
                                                              o
                                                              £
                                                              I
                          Si   *
            
-------
Nonattainment Probability Guideline  (U.S. EPA,  1986a).   Software for  applying

many of  the  procedures  is  also available  from EPA (U.S.  EPA, 1987e).   The

application  of  the  procedures  selected  for  the  example  urban   area   is

illustrated below using the data shown in Table 4-1.

    The  probability determination  procedure  for  the   24-hour  average  PMio

standard  is   illustrated   first  using   the  24-hour  average  TSP  data  for

monitoring Site 2.  The  first  step   in the  probability determination  involves

obtaining  the  probability   (p)  that  individual  TSP  samples  represent  PMio

values greater than  the 150  ug/m3  24-hour  average  PMio  standard.    Figure

4-1   provides   a   curve   of   exceedance   probabilities    (p, )   for   PMio

concentrations  greater  than   150   ug/m3,   based   on   24-hour  average   TSP

concentrations.   Based on  Figure  4-1  and  the  data in  Table  4-1,   the  PMio

exceedance  probabilities for  the  TSP  values  (above  150   ug/m3)  at  Site  2

are as follow:


           24-hour Average TSP         PMio  Exceedance
           Concentrations (ug/m3)      Probabilities (pi)
               179                         0.020
               164                         0.008
               159                         0.005
               152                         0.001
These low  p4  values show  that there  is  a low  probability (<2  percent)  that

any  one  of them  represents  a 24-hour average PMio  concentration greater than

150 ug/ro3.

    The  next  step  in  the probability determination involves  calculating the

combined  probability  (p»)  that  no  PMio  concentrations   exceed the  24-hour

average  PMio  standard.   This  probability  of  attainment is   calculated  as

follows:
                                      -29-

-------
i        i        i        i        I         i        i        i        i        i
                                                                                                                       o.

                                                                                                                        i-

                                                                                                                        o
                                                                                                                       J=
                                                                                                                        I

                                                                                                                       Ovl
                                                                                                                       O C
                                                                                                                       in o
                                                                                                                        (O (O
                                                                                                                           i-
                                                                                                                        c c

                                                                                                                       •5 u
                                                                                                                        QJ C
                                                                                                                        0) O
                                                                                                                        o o
                                                                                                                        X
                                                                                                                        OJ ^
                                                                                                                           to
                                                                                                                        X) T3
                                                                                                                        O  (1)
                                                                                                                        S-  >

                                                                                                                        Q-S_
                                                                                                                            O,
                                                                                                                        OJ  i^
s
                                                                                                                        c  c
                                                                                                                        HI
                                                                                                                        a;
                                                                                                                               o
                                                                                                                               i-
                                                                                                                        ai
                                                                                                                            C C
                                                                                                                        a. o at
                                                                                                                         l/l    O)
                                                                                                                        •f-  C  i-
                                                                                                                        4->  Qj  3
                                                                                                                         
-------
                         n
                         II  qi                                             (4-1)
where:

                 qi  =   (1 - Pi)

                 n
        and      n    =  (qi) (q2>. . .  (qn)
                i=l

For Site 2:

    Po = (1-0. 02)(1-0. 008)(1-0. 005X1-0. 001)  = (0.98) (0.992) (0.995) (0.999) =

    Po = 0.996


This  value  is large,  so there is a  high probability  that no  24-hour  average

PMio  value is  greater than 150 ug/m3  and  Site 2  is  in  attainment  of the

standard.

    The  last  step  in the  probability  determination  involves  calculating the

probability   of   nonattainment   (pr)   of  the   proposed  150   ug/m3   24-hour

average PMio  standard:


          pr(l) = 1 - (po + pi)

where:                                                                     (4-2)

          Pi  = poCi

               n
          Ci  = I  (Pi/qi)
              i=l

       Thus,  for Site 2,

          Ci  = [(0. 02/0. 98)+(0. 008/0. 992)+(0. 005/0. 995)4(0. 001/0. 999)] =  0.0345

          pi  = (0.966)(0.0345) * 0.0333

    and   pf  = 1 - (0.966 + 0.0333) % 0.000674 = 0.0674 percent.


    When the  above  procedures are applied to the second set of monitoring data

from  Site 4,  the following  results are obtained:
                                      -31-

-------
       24-hour Average              PMio  Exceedance
   TSP Concentrations  (ug/m3)      Probabilities  (pi)       gt
0.27
0.19
0.18
0.13
0.06
0.04
0.73
0.81
0.82
0.87
0.94
0.96
0.370
0.235
0.220
0.149
0.064
0.042
           269
           246
           239
           228
           204
           191
(Only the  six  highest TSP  values  are  shown  here  for  illustrative  purposes.

For this  data  set, the  use of more  values does not significantly  change the

results that follow.)

    po = 0.381

    Ci = 1.08

    pi = 0.411

    pr = 0.208   or 20.8 percent

    When  the above procedures are  applied to  the  data shown for Site  9, the

following results occur:


       24-hour Average             PMio Exceedance
   TSP Concentrations (ug/m3)     Probabilities (pi)      qi          pi/<3t
0.88
0.76
0.57
0.56
0.50
0.12
0.24
0.43
0.44
0.50
7.33
3.17
1.33
1.27
1.00
           529
           424
           334
           330
           317
(Only the five highest TSP values are  shown since the use  of more values  does

not alter the outcome of the results.)


    Po = 0.00272

    ci = 14.1

    pi = 0.0384

    Pf = 0.959   or  95.9 percent.
                                      -32-

-------
    Data are  also provided  in  Table  4-1  to  illustrate  one  procedure  for

determining  the  probability  of  nonattainment  of  the  annual  average  PMio

standard of  50  ug/m3.   The  procedure  that  follows  is  only  applicable  to

three years  of  TSP  data  collected on  a seasonally  representative  sampling

schedule.   The  PMio   Nonattainment Probability  Guideline  (U.S.  EPA,  1986a)

contains other procedures applicable to other  data  sets.

    The  first  step   in  the  procedure  selected   for  illustration  involves

calculating the  average of  the  annual arithmetic  mean TSP concentrations for

each of  the  three sampling  years.  Figure 4-2  then  provides  a  relationship

between  the   average  annual  mean  TSP  concentration  and  the  probability  of

exceeding  the  proposed  50  ug/m3  annual  average   PMio  standard.    Listed

below are  the  average  annual  means   and  the probabilities  of  nonattainment

(Pf) for the three sampling sites shown in Table  4-1.
                             Average Annual Mean           Probabilities of
Monitoring Site                  (ug/m3)                   Nonattainment (p
2
4
9
76
114
162
0.03
0.66
0.96
Thus,  the  probabilities of  nonattainment  of the annual  average  PMio standard

are 3, 66 and 96 percent, respectively, at the three monitoring sites shown in

Table 4-1.

    In  summary,  the  24-hour and  annual  average nonattainment  probabilities

were 0.07 and  3  percent for Site 2,  20.8  and 66 percent  for  site 4, and 95.9

and  96 percent for  Site 9, respectively.   These nonattainment  probabilities

place  Site  2  in  Group III, Site 4  in Group II and Site  9 in Group I for both
                                      -33-

-------
                                    rS
                                     -8
                                                        rS
                                             u
                                             i
                                             i
                                             *»
                                             «4

                                             ^
                                                        -8
                                                           g
 i     i      r^   i     i     i     i      r    1^

o    o>    a    r«.    «    10    ^    en   cu
                                       g
                                                       1C £


                                                         u

                                                       is
                                                       <7>0
                                                         u

                                                       15
5
                                                       O  Qj
                                                       s-  >
                                                       o. C
                                                       5 "O O
                                                       *J C i.
                                                       01  OJ
                                                       •i- C i-
                                                       •»-> 
-------
averaging periods.  Therefore,  the following  modeling  requirements  apply  to




each of the three  sites:   1)  Site 2 (Group III),  no modeling required;  2)  Site




4  (Group  II),  modeling optional;  3)  Site 9  (Group  I),  modeling  required




sufficient  to  demonstrate  attainment  and maintenance  of  the  PMio  NAAQS




within 3 years  of  EPA approval  of the  SIP.   (See Section  4.1 and Figure  1-1




for the other SIP revision requirements applicable to these three sites.)
                                      -35-

-------
5.0 EVALUATION OF THE EXAMPLE URBAN AREA DATA BASE



    When the  need for SIP modeling has  been established,  the next step  is  to



assemble and  evaluate the  readily available data  that can  be  used in  the



required analyses.   This  is done  to facilitate  planning  the dispersion  and



receptor modeling analyses.   Important  considerations  are  minimum model  input



requirements and  data quality.  Given  the  required time  constraints  for  SIP



development (9 months),  the  preferred approach is to  design  reliable modeling



analyses around the  existing data  base while minimizing the need for extensive



data processing  (e.g.,   for  dispersion  models)  or  any additional  monitoring



(e.g., for receptor models).








5.1 Emissions Data



    Dispersion models require  emission  rate  data,   receptor  models  require



emission composition  data.   Existing  emission inventories will usually provide



the  bulk of  the  information needed  for  dispersion   modeling for   PMio  SIP



development,  including  the  actual  emission  rate data   required   for  model



evaluation analyses  and  the  maximum allowable emission  rate  data  required for



control  strategy development  analyses.   In both  cases,  PMio  emission rates



must be calculated and updates  may be required to  include  additional types of



sources.   PMio  emission factors are  contained in AP-42 (U.S.  EPA,  1985a and



1986c).  In  large urban nonattainment areas,  a complete inventory  of sources



(i.e.,  major point,  area,  mobile,  fugitive  dust)  will generally  be needed.



Less  detailed inventories  may be adequate  in  isolated  areas   dominated  by



specific  sources.   For  many  typical  sources   (e.g.,  power  plants,  motor



vehicles)  the emission  composition  data  required  for receptor models can be



obtained from EPA's  library of such data  (U.S EPA, 1984a).   However, the use



of  site-specific data is  necessary for sources   unique to  the  nonattainment



area, and is otherwise preferable  if available.






                                      -37-

-------
    Table 5-1  summarizes  an  evaluation  of  the  emissions data  base for  the



example urban area.   The table lists  the  inventory contents and the items  that



were considered when planning  the  modeling analyses.   Table 5-1  shows that the



quality of  the data base  was generally  very  good, but  some  limitations  are



noted.   On  the plus side,  the data were  judged  to be of good quality on the



basis of the thorough and well-documented derivation procedures  used.   Another



major  plus   is the  comprehensiveness  of  the  point,  area and  mobile  source



emission inventories.   Potential  drawbacks  and  their associated  liabilities



were  1)  the  lack  of  spatial  resolution  of  the   area  and  mobile  source



inventories  which  could obscure  local  source  impacts,  2)   the  incomplete



fugitive dust  source inventory  which  could  result  in the underprediction of



total impacts  and  3)  the lack of  receptor model data  for some  local  sources



which could  hinder  the  quantification  of their impacts.   The  actual  effect of



these drawbacks, and  the need to make any improvements in the  emissions  data



base, were left to be determined in the model evaluation analyses.








5.2 Ambient Air Quality Data



    The  first use  of  ambient air quality data, i.e.,  the identification of



actual'  or   potential    nonattainment   problem   areas,   was   described  in



Section 4.0.   Ambient air quality data are  also  needed  to perform dispersion



and  receptor  modeling.   In  dispersion modeling,  ambient particulate matter



data are needed to determine background  concentrations  and  to  evaluate the



model.   Receptor models  require data  pertaining to  the chemical and physical



characteristics of  the ambient particulate matter samples.



    Table 5-2 provides  an evaluation of  the ambient air quality  data base for



the example  urban area.  The  table describes the contents of  the data base and



its  potential uses in the modeling  analyses.  Table 5-2  shows that the example



urban   area   data  base  contains   no   direct   measurements   of  PMio  or  IP






                                      -38-

-------
             o
            u
             c
                                     n
                                     3
                                     
                                     (O
                                    •o
                                     o
                                                 o
                                                 u
                                                 e
                                                 01
                              a>
                              •o
                              •>^  vi
                              C  01
                              •••  o
                              a  L.
                              4J  3
                              A  O
                              O  VI
                                                                V)    ^
                                                                Ol     VI
                                                               f    'O
                                                                u  c  id
                                                                000
                                                                CB«-  i.
                                                                Ol 4V
                                                               4V  U ^
                                                                Id  3  Ol

                                                                "Si,
                                                                X vi  &
                                                                t-  C  C X
                                                                O  O  3 4V
                                                               4V  U    <-
                                                                     S-D i-
                                                                    -  C id
                                                                >  01  Id 3
                                                                c  vi     o-
                                                               •»•  3  V)
                                                                      oi id

                                                                Id  01 4V Id
                                                                O  3 ••- -O
•«- Ol 4V  O
u u u  o
U Id Id  Ol
                                                                               t-o
                                                          V  U
                                                          U  VI
                                                          U £>
                                                          3  O
                                                          O
                                                          VI  X
Ol Id
N ^
t- 4V
i- C
Id 01
U 4V
o o
             id
             3
                                                                                        (O
                                                                                        •o
                                                                                        o
                                                                                        o
                                                                                        o
01 10
N f-
•r- 4V

id 01
u 4V
o o
_i a.
                                                                                                                    U  X
                                                                                                                    id M
             u
             U  Id
             3 4J
             O  Id
             VI -O
               ^
             Ol  Ol
             > r-
            •*- A
            •u  id
            •^  c
                                                                                                                             01 4-1
                                                                                                                          1-4-11.
                                                                                                                          01  01  01
                                                                                                                         £•00
                                                                                                                         4J  C  C
                                                                                                                                   U

                                                                                                                                   VI
                                                                                                                                   u
                                                                                                                                   Id
                                                                                     •o
                                                                                  T»  01
                                                                                   01 4J
                                                                                   N  id
                                                                                  •*• ^

                                                                                   id  u
                                                                                   o •—
                                                                                   O  re
                                                                                  -J  U
oa
ae
a.
Q;
O
—    10
 I     <
in    m

Ui    <
-I    •-

<    a
                  c
                  Ol
                  4V
                  C
                  O
                  u

                  Ol
                  VI
                  a
                  at

                  ra
                  4J
                  K
                  ae
                  u
<

Ol
                   c
                   u
                                     3
                                     O
                                     e
                   10
                  •o
                   a.
                   3
                                     C C
                                     01 01
                                     u >
                                                             Ol
                                                             .fel
                                                             id
                                                             3
                                                             U
          VI  U
          01  id m
         f  a
          4-     C
          O r- f
          01 Id
          Ol 4V  VI
»<       4V  O  C
O        Id 4V  O
—        U    ••-
            U-  V>
U       ^  O  VI ^
O  VI    t-    ••  VI
u-  01       M  E  01
    u     in o  ai -^
Ol  U     01 09     U
C  3    -0     U  O
—  O     3  U  01  01
VI  VI    ^  Ol 4V  Ol
VI        U  > 4V  4V
                                                 vi       u
                                                 — U-    C
                                                 x o
                                        e  o  * id
                                       IH<-  E
                                                                                     U N
                                                                                     Ol
                                                                                     4^

                                                                                     01 
                                                                                     u ai
                                                                                        L.
                                                                                     c to
                                                                                     id 3
                                                                                         01
                                                                                    "si
                            08 <4-
                            •- o
                                           •o
                                           01
                                           4^


                                        I!
                                        o *~
                                        vi -o
                                           Ol
                                        I— VI
                                        id 3
                                                                                                                    4-> X
                                                                                                                    VI •—
                                                                                                                    3 C
                                                                                                                    •D O
                Ol 4-1
             VI — (O
             Ol U -O
            •o o
             3 Olr-
            r- Ol Id
             U 4-1 
                     4V

                     s
                  t.
                   O  VI

                   x  e
                  4V V
                  •*•  VI
                  I—  VI

                  II
                              .*        VI
                               U        Ol
                               •d  id    u
                                                 O U       i-
                                                                                         Id
                                                                                         4V
                                                                                         Id
                                                                             > •«-       •»-
                                                                                                                    VI
                                                                                                                    01
                                                                                         4V X
                                                                                         Id 4J
                                                                             n  o
                                                                             at  in
                            1. C
                            01 O
                            > ^
                            O 4V
                            O 3

                            ss
                            01


                            > -^
                Sid
                4-1
             X id
                                                                                                                                          id  o
                                                                                                                                          Ol  vi
                                                                                                                                          U  01
                   c
                  •^
                   o

             M
            4J
             «
                   c  >
                   o  c
                   I/I
                   U 01
                                       r- X
                                        « I-
                                       •o o


                                       f!
                                        o c
                                       — l-l
                                        VI
                                        U Ol
                                        01 U
                                        a u

                                       5 i/i
                                         M  >
                                         U f  01
                                         01 4V  u
                                         a.«-  u
                                         VI  Ol 3
                                        •—  3  O
                                        O I*. (/>
                                                                                   -39-

-------
                                   f-     X
                                    at     at
                                   •o  at  at

   at
U. 4->
o re

at

,2§
re f
> in x
                      c 01 re
                      at c ••-
                      o m  10
                      a. 3  >
                                    §2

                                    uS-
                                    o  o in
                                    in re o
                                    at   u
re c c
w re o
      U 4J

"re o u  $
3 •«- o  e
*j *j ik  a
u re    o
re 3 in»-
   «- at  at
at re *j  >
in > re  at
=> at
                                                     in f
                                                     at t-
o L.
•*• o
in 14.
in
                                                     - o-
                                                    r a*
                                          •- re
                                          re L.
                                          u jo
                                          O f
                            u  --o
                            at •a  at
                            c. at T>
                            jj> u  at
                            o u  at
                               at  c
                                                                f "-
                                                                o  at
                                           _ at re
                                          U. L. *J
                                          i*. a re
                                                •o
                                          in in
                                          at at at
                                          f— O U


                                          lii
                                          vi in in
x-e in

1 re u
      n
in .c a.
at in E

"u 's *"
at o> at
a c o
in •*• u
   u 3
u in o
at f in
j= -o

o o E
   4J O
•a    in
c -o
re at x
   T3U.
C 01 —
o at *J
J3 C C

re at 3
«J JO CT













Jl-s
•D
ai

c.

*j
c
o
o


(^
1
^
m
ae
Z3
Ul
-J
CL
i
X
UJ

UJ
X
1-

ae.
O
u.

UJ
01
<
a

«
h-
<
a


in
C
01
*J
c
a
u

ai
in
re
CD

-•
«t   to
t-   10
      ui
                       e  in
                       in  c
                       at  a
                                     i/i
                                     at
               £
 re

 at
                                   in
                                at c
                                •— o
                                U f
                                •*• 4J
                                •
                                                                 at
                                                                               in
                                                                               at
                                                                               u
                                                                               at
                          £
                       VI C
                       u at
                       at >
                                                                                -40-

-------
i     S
I.  01
01 .C  X

o  c ^
a  a    C  O -o
—  on- o
4-1 f     ••-
IO 4J TJ U
4J  «  0) O)
c  u  c a
0) 4J ••-
in  c  E >—
01  0)  L» «G
U  u  0) 3
a.  c 4-1 c
a>  o  a> c
ae  o -a  T3 ••- O. 4->
 1/1  c -u    a
•<-  <0  3 O I-
•O    .O *-
    C - Ik C
 -     i- •.- o
                                                                                      01
                                                         C 0) 4J -0
                                                  *j  3 o a  «  o>
                                                  t—     o in  u  c
                                                   3  C     I  J-> •-
                                                   u  01 -o ai  c  E
                                                  f  01 C i—  01  1-
                                                  Ik.  S 3 10  
                                                  ••-  ai u o  o  at
                                                  O  -O Oil—  O "O
          01
    c     c

   *"  id in
in  X V
   S4->  U 1C

   ^""o

?2^^
f  a
r—  U
0) «-  C *J
•O i-  f •*•
o  a. a E
g  a*J ••-
    10  4J I-
1_     10
O -a  C in
4J  01  O 0> C
Q.4J  C •- O
v •—     a. in
u  E   wi ui
                      k.
                      o
                      Jjf-
                      o. to
                      0)  C
                      o  O
                      41 ••-
                                                          0)
                                                         •o
                                                      C  01
                                                      00)
                                                      -o  c
                                                      U
                                                        in
                                                      U J3  01
                                                             in
                                                      -O  XX
                                                      c  m i-
                                                        —
                      
                      at -a
                      •D o
                                                       (/)  in  0)
                                                      >-  o  -a
                                                       a  a.
                                                      *J  E  i-
                                                       01  o  o
                                                       E  o  u-
            <
            ui
            ae
      CD
z
m
cc
3
UJ
.J
a.
z

x
Lk!

UJ
X
(-

a
0
u.

U)
t/1
^
m

«t
t-
«t
a



i/i
c
01

c
o
u

0)
in

0)
4J
3 X
o i— in
£ f- t
Ol (C IO
31-4)
o ai x
1- C
ml e £ a> -f
r^ ^ * n ^^
ae
8
<

— o
14.
1 U
< ai
4J
in c
0) 01
4J U

i/i c
ia
-a in in
«•> 1- L. X
i 3 3 n
M O -0
C £
ai ••- u
U £ CM 01
3 4J — g
ai-r- S
•^5X3
u. u in
-^»- a>
i— > —
kO < L4J «
                                                                                                   in
                                                                                                   u
                                                                                                   Ol
                                                 in
                                                 3
                                                                                                             I/I
                                                                                                             c
                                                                                                             O
                                                                                                             01
                                                                                                             i/i  i/i
                                                                                                             i- r-
                                                                                                             o
                                                                                                             (J
                                                                                                   3        c  c
                                                                                                   •U C     «  f
                                                                                                   o o        «
                                                                                                   JI r-     0)  *J -0
                                                                                                   u u- u.  c  t- o
                                                                                                   •^ oi at —  01 o
                                                                                                   a f- x ik  u O
            o

            DC
                                                                                                   o
                                                                                                                
UJ
§
4J
IH
01 -o o
4J 01 0
•r- £11
v> u ae
01
u. in ik
a c a o
o c
u -~ — • T>
O) 4Jl— O
f a.
a>
»- "O
VI 31.
0) -O O
4-1 0) U
-r- £ 01
M U«
n. in ik
ocgo
U ^- w -O
Ol 4J|— O
fo E ^
o 3 ai
z -i 01 a.
                                                                             V)    3  U
                                                                             01    -oo

                                                                             4J    01  U
                                                                                   10
                                                                            Ik I/I    Ik
                                                                             a c a  o
                                                                                o c
                                                                             i. — f -o
                                                                             Ol 4Jf-  O
f
                                                                                 I WO.
                                (O

                                ?§
                                ie •ki
                                jj 0)
   Q.

^ Crt
 18 I-
—• -v.
 U  O
 01  -
u  o
O)  -
                                                                                                    -41-

-------
background concentrations, but the  data  base  does contain  sufficient data  to



estimate   PMio    background    concentrations   based   on    TSP   background



concentrations  and  measured   PMio/TSP  concentration  ratios.    The  example



urban  area  data  base  for receptor  modeling  includes  several sites, a  large



number of filter samples and chemical characterization data for  many essential



species, but  none of the sites  is  located in the nonattainment  area and only



summertime samples  were collected. ' The  determination of  the effects of  the



shortcomings  in  the  ambient  air  quality data  base was  left  to  the  model



evaluation analyses.








5.3 Meteorological Data



    Meteorological data  comprise  an essential part of the  input to dispersion



models.  For  receptor models, meteorological data are  not required as  model



input,  but  serve to guide the  selection of  input data  and the interpretation



of analysis results.



    An  evaluation of  the meteorological data base in the example urban area is



presented in Table 5-3.  The table shows that the example urban area data base



contains  two  meteorological  data  files,  one consisting  of site-specific data



and  the  other  of  National  Weather  Service  (NWS)  data.   The   information



presented  in  the  table  highlights  some  criteria  for  selecting  the most



appropriate data  for SIP development modeling.   In general, site-specific data



may  be desirable for  spatial representativeness,  but the extensive  resources



needed  to obtain  and process good quality data will usually mandate the  use of



NWS  data.   Even  if NWS data are used for  dispersion modeling,  site-specific



data  can be  used  to plan  and  interpret the  results  of  receptor modeling



analyses.



    NWS data were selected for all  dispersion modeling analyses in  the example



urban area because of  their  good quality, general spatial  representativeness,



and necessary  length of  record,  as  shown  in Table  5-3.



                                       -42-

-------
c
o

IB
L.
41

.f
in
C
o
IJ

o
c

c
K

a.


o


^
41
•o
41 (0
41 4-1
C IO
TJ
41
1- 41

Z IO
4-1 Q.
14- 01
O \-
l/l a






c
o

in 4-1
1_ 3
oi a
Q. C

.^
^O *""
41
U "O
O O

Ol 01
41
— C
IO
10 U
4J C
(O — O
•o c ••-
O I/I
U- •>- L.
O 4J 41
IO Q.
4J  x
t
elopment
o >
C 41
•o
10
4-1 a.
(0 H4
•a 

X 1-
4J O
•r- U-
r—
CO 41 Ol
3 •- C
CT.O --
10 t—
1_ 4-1 OJ
O f -0
O 3 Q
a. i/> E
E 
01 -O 4J
O O -.-
a. ~-
Ol .0
U k re
O 10 4J
in & in
in 41
01 U •
u a •
O 41 ^^
t- o • in
a 4J ••- 4-1
41 — ' C
u -o oi
o. 41 ie ••-
in 4J oi
01 3 10 £
c -a
••-01 Ol
4-1 J3 4J C
in 3 ••-
•^ c a x
x «J c -^
uj o«- E
c
o
0) -D
JO 41
I/I
X 10
•:*
in oi to
41 £
3 3 U
«— 41
« o> a
> > a
•«- 3
4.) 4-1
£ IO 01
Ol 4-1 4-1
f C -^
oi 4i in
£ in i
41 4J
Ol U C
cam
••- oi 4-1 re
x 4- in 4j
— c ••- re
X 3 X> T3
evelopmeht
•o
a.
IH
l/>

14-
o

VI
•o
01
01
c

in
41
4)
z












Ol
C

^.
TJ

E
elopment
>
41
•D

a.
*H
VI

u
o
14-

Oi in
•- 41
J2 in
re x
4J r-
3 C
i/i re
CO
a:
ae
O
       I/I
       «t
 a
•o
 01
 u

 in
 to
                     in
                     u
                     41
                            U
                            re
                                            10
                                            4)
                    •O 3
                     01 4J
                    4-1 I/I
                     U
                     3 41
                    •O £
                     C 4J
                     O
                     u c

                     oi
                     c in
                    — c
                     u o
                     o •<-
                    4-» 4J
                    •^ 10
                        §u
                        o
                                         in
                                         in
                                         oi
                                         >
                                         41
                                         V)
                                         41
                                         L.
                                         IO
                                         a.
                                        to
                                                                                 re
                                                                                 g
c  re
re  4-1
    u
re  oi
4-1  U
re  c
•O  3

01U-
c  o

in  u
in  01

II
                                                                              u  E
                                                                              3  5
                                                                              I  u
                                         o
                                         u
                                         41
                                         ae
                                         41
                                         a.
                                                                              ie
                                                          ie
                                                          4-1
                                                          ie
  - 01
•o  c
 41 -^
 01 i— 01
 d-^ U.
 in  4i 3
    U 4-1
•o     re
 c   - i-
 re  i- oi
    4i a
 c  > E
 O  O 41
•r-  U 4-1
4J
 o-oi-
 41  3 —
 L.  o re

•out.
       41
•o   - a

££§-
 X  3
   4J •-  in
 41  re in  41
 O  t- 4J ,—
 re  41 £ —
u_  a oiu-
 i-  S »•  o
 3  41 41  U
i/i 4-1 ^  a
                                                                                                     •o
                                                                                                      41
                                                                                                      u

                                                                                                      in
                                                                                                      IO
                                                                           in
                                                                           V.
                                                                           41
                                                                      U
                                                                      IO
                                                                     a.
                                                                                                                   IO  41
                                                                                                                       1_
                                                                                                                   ^  10
                                                                                                                   fl  01
                                                                                                                   u  c
                                                                                                                   o
•D i. 41

 41 To JO
 U    <0
 a i- >-
u- oi —
 i- a re
 3 a >
 3 re
                                                                                               in
                                                                                               i/i
                                                                                               41
                                                                                               C
                                                                                               41
                                                                                                4)
                                                                                                in
                                                                                                41
                                                                                                V.
                                                                                                a,
                                                                                                41
                                                                                               oc
                                                                                                10
                                                                                                a
                                                                                               CO
                                                                                                                                        ie
                                                                                                                                        ai
                                                                                                                                 •o
                                                                                                                                 o
                                                                                                                                 o
                                                                                                                                 o

                                                                                                                                 X
                                                                                                                                 L_
                                                                                                                                 41
                                                                                                                    u
                                                                                                                    o
                                                                                                                    u
                                                                                                                   s
                                                                                                                   u.
                                                                                                                    o

                                                                                                                   *
                                                                                                                                               41
                                                                                                                                              a.
                                                                                                                                                      10
                                                                                                                                  10
                                                                                                                                 o
 to
4-1
s
 u
                     u
                     41
                     a
                                                                                               u
                                                                                               41
                                                                                               re  re
                                                                                               4J  U
                                                                                               (O  41
                                                                                            -43-

-------
6.0 REQUIREMENTS FOR SIP DEVELOPMENT MODELING WITHIN THE EXAMPLE URBAN AREA




6.1 General Requirements



    In  Section  4.0,  ambient  data  were  presented for  three  representative




monitoring  sites  in  the  example  urban  area.   At  one  of  the  sites,  the




probability of  nonattainment was  shown  to be  sufficiently  high  so  that  the




required SIP  revision must  include the  selection of control  strategies  and a




demonstration of  their adequacy  to attain  and maintain  compliance  with  the




NAAQS.   Section  51.12  of  40  CFR requires  that  the  adequacy  of a  control




strategy for attainment and maintenance of NAAQS be demonstrated  by means of a




dispersion  model  or  other  procedure  which  is  shown  to   be  adequate  and




appropriate for this  purpose.   The following  sections summarize  the  criteria




used  to select  appropriate  models and the application of those criteria to the




example urban area data base.








    6.1.1  Model Use Options




    EPA policy  provides  three  options for estimating the air quality impact of




emissions  of  PMio  using dispersion and  receptor  models:   1)  use  of receptor




and dispersion  models in combination (preferred),  2)  use  of  dispersion models




alone,  and 3)  use  of  receptor  models  in  conjunction  with a proportional




model.   The  recommended hierarchy  for  the  use  of  dispersion  and receptor




models  in  PMio  source apportionment  is shown  in Table 6-1.    The selection of




a  modeling  option adequate  to  demonstrate compliance  with  the  NAAQS  is a




function of model applicability and the available  data base.




    Guidance  on the applicability and use of dispersion models is contained in




the Guideline on Air Quality Models  (Revised)  (U.S.  EPA,  1986b).   Detailed




information  on  the applicability and use  of  receptor models is contained in




the 6-Volume  Receptor Model Technical Series  (U.S. EPA,  1981a,  1981b,  1987c,




1983,  1984b,  1985b).   Additional guidance on  this subject is contained  in  the




PMio  SIP Development  Guideline  (U.S.  EPA, 1987a).




                                      -45-

-------
                                   TABLE 6-1

             RECOMMENDED APPROACHES FOR PMlo SOURCE APPORTIONMENT
                       (Table taken from U.S. EPA,  1987a)
                          Ambient Data Base Available
             PM10                                   TSP*
       Applicable  dispersion                 Applicable  dispersion
       and receptor model                     model  corroborated by
                                             ASEM or  optical
                                             microscopy**
       Applicable  dispersion
       model

       Receptor methods                       Applicable  dispersion model
       (at least 2) CMB  with
       corroborating  method
 * TSP may be used as a surrogate,  where PMio  data bases are inadequate.

** Other receptor  models  such as  Mass Balance  may be used  if fine  particle
   data (generally less than 2-3  micrometers)  are collected in addition to TSP.
                                      -46-

-------
    6.1.2  Model  Selection




    Factors that  influence  the selection  of  dispersion models include  1)  the




time period of interest,  2)  urban/rural considerations, 3) terrain  complexity,




4) source types/configurations and  5)  the  availability of required  model input




data.  The  dispersion  models recommended  for general  use  in estimating  PMio




concentrations are shown in  Table  6-2.




    Factors  involved  in  the selection  of receptor  models  include  1)  one's




familiarity  with  the   sources and  the  emissions,   2)  the  availability  of




particle size data, 3)  the  chemical similarity of different  source emissions,




4)  the  need to  distinguish  individual source (from source  category)  impacts,




and 5) the time period  of interest.   The criteria for  selecting an  appropriate




receptor model are shown in  Table  6-3.








6.2 Dispersion Models  Selected for the Example Urban Area




    The RAM and CDM 2.0  dispersion  models  were selected  for  the  example urban




area   analyses   based   on   the  applicability   criteria  contained   in  the




aforementioned EPA  guideline documents.   Specifically,  the  RAM and CDM  2.0




models are  designed for  use in urban, flat terrain  areas to provide estimates




of  24-hour  and  annual  average  concentrations,  respectively.    Models  with




greater  capabilities  such   as   those  that   address  particle  settling  and




deposition  are not  needed for  PMio,  and  no  generally recommended models are




yet available to account for secondary particle formation in the atmosphere.




    The  comprehensive  emission  inventory described   in  Section  5.0  is  well




suited to  RAM and CDM  2.0 dispersion  modeling because these models can accept




the available area  source data input.   The  applicability of the  RAM  and CDM




2.0 models  is also enhanced because the available  NWS meteorological data are




spatially representative and, with  a minimum  of  effort,  can be  processed into
                                      -47-

-------
                                   TABLE 6-2

                 DISPERSION MODELS  APPLICABLE TO  PM10 ANALYSES1
                       (Table  taken from U.S. EPA,  1987a)
1 to 24-Hour Average            Annual  Average          Screening Techniques2

       CRSTER                      CRSTER                      PTPLU-2

       MPTER                       MPTER                     COMPLEX 1

       RAM                         RAM                        VALLEY

       ISCST                       ISCLT

                                   COM 2.0
         For  more  information  concerning  the  applicability  of  these
         models,  consult  the  Guideline on  Air Quality  Models  (Revised)
         (U.S. EPA, 1986b).  As  noted  in this document, these  models  may
         also be  used for TSP  modeling analyses  in  conjunction with  a
         suitable  TSP emission  inventory,  as  a  surrogate,  where  PMio
         data bases are inadequate.

         These models are  considered  to be  screening techniques  for  use
         prior to a more  refined analysis as outlined in the Guideline on
         .Air Quality Models (Revised)  (U.S. EPA, 1986b).
                                      -48-

-------

















2
0

Q
W
< W
« U
I-H

Q to
*-» .. --^
S « nj
H w r-
U EH 00

ri! rH
fH CC
2 itf *
w 2 *i
5 f) Qj
Z W
O W
cn H C^ W
B*
JJ3
£^ £fl


73 J» Id
H H <*
PS ^ C
5 H 0

to iJ to
M JJ
u «
•J < 0
(Q kJ rH
M M ,Q
to < ID
^ > H
frl
(^
r*3 EH
Z *4!
M Q
£.4
^
J
W
C/3

















•C U CQ C >i

I 0 3 •* 0)
U 0) O S JJ
•H CUOT •— (0
.< W U
01
•O 1)
0) 0) -H
£ O Li
(0 Li O
1 3 Cn
U O 0
'< ^x (0
O
•O
0) 0) 0)
4J rH U
(0 cn LI
-H C 3
0 •<< 0
CD to to
M
1 U
u en (0
0> 4J rH
O> C 1 -H
c -H cn e
•H U .H •H
h CU Q to


S-
i-H 1 '
(0 -H
U Li
•H 10
e -<
0) .H
6.S




m C
0 5
u o
Li C
3 £
o c
to a


m
0 C
u s
Li O
3 C
«g5


CD
a
Li
to
rS



o

^
J3 .0 J3 £






M
in X X X £






5n X X X S





^4
XXX X £






K^
^
J3 X X X

(C J3 J3 A S








XX X






£H
XXX XX





Kj
xxx x S





X X U U X
b
t ,



o
u
(0 O> CU
"t CO
a -HO ^H
09 CO C M 0
•H S o -a
n n 10 fa O
cn — . >i u u S
A3 CD f^ to 'H «1^
tj C *O w CU O
rl -~ £ 0) C to O -H
(0 — > JJ O < •-! U ««->
U fa< mfa" ««--> fa£
•H Ob 6 JJ OO2E C
jj cn
0-H
E Cn
O C
Ll -H
M-l | '
CO
•O -H
0 -O
4J
(0 0
rH m
0 -H
n 5
•H Ll
0
0 si
f\ ^j
Q
c
(0 4J
U O
c
0) g
U (0
^°
0 >i
(Q rH
rH
at at
M-l CO
•H 3
«H *a
3 O
*M £
0 -U
S^
1
jQ


















































a
E
3.

O
rH

C
<0

4J
u
0
o>
u
10
rH
0)
0
rH
U
•
-------
the   required  input   formats   (using   the   RAMMET   and   STAR   programs,




respectively).  These  models  also  allow  for  the  calculation of  impacts  at




multiple receptors, a capability needed to determine  the  spatial  extent  of the




nonattainment area.




    An  essential  prerequisite  to   the  use   of  dispersion  models  in  SIP




development   is   the  availability   of   reliable   background   concentration




estimates.   As shown in  Section 5.0,  the existing example urban area data base




contains sufficient data to produce  such estimates.




    Since  there  are dispersion models  available that are applicable  to the




nonattainment  problem,  these  models  should  be  used  in  the SIP  development




analyses.   Dispersion  models  would  not  be   used  only  if  there  were  no




applicable models available.








6.3 Receptor Models Selected for the Example Urban Area




    Upon review  of the available data  base (see Tables 5-1- and  5-2),  and the




criteria   for  receptor   model  applicability   (see  Table  6-1   and   the




aforementioned  receptor modeling documents),  the CMB  model was  selected for




the example  urban area  analyses for  SIP development.   Although the  data base




is not' all-encompassing,  it does contain particle composition data in both the




fine  and coarse  fractions for many ambient samples and  several  site-specific




sources  suspected  of   being  important   contributors  to   the  nonattainment




problem.   Therefore, useful CMB analyses  can  be performed when site-specific




source  signatures are  supplemented with other representative source  signatures




from  the EPA Source Composition Library (U.S. EPA, 1984a).




    The  availability of particle  size data will  enable a  distinction  to  be




made  between the  impacts  of sources of fine  and  coarse particles.  However,




the  lack  of  data for  certain species  (e.g., carbon  and  sodium)  may result  in




the  need  for supplemental  filter  analyses to  distinguish between otherwise






                                      -50-

-------
similar sources.   The availability of many  ambient samples  makes it  possible




to average  the  results of  a number of CMB  analyses  to obtain an estimate  of




long-term (e.g.,  annual)  source  contributions.



    Since the  CMB  receptor model  is  applicable  and  the  necessary  data  are




available,   the  first   (and preferred)  SIP   development  option  of   using




dispersion and receptor  models  in  combination is appropriate for the example




urban  area.   A  receptor model would  not  be  used   only   if  there  were  no




applicable model  and necessary data  available.








6.4 Preliminary Analyses




    An  efficient   approach  to  SIP  development  modeling  should   include




preliminary or screening modeling  analyses  to obtain  a qualitative  assessment




of  the  cause(s)  of  nonattainment  prior  to  embarking on  any  large  scale




modeling  analyses.    This  step  can  include   both  dispersion  and  receptor




modeling.   The  screening  analyses  performed  to  address  the  nonattainment




problems  identified in  the example urban  area  in Section 4.0  are described




below.








    6.4.1  Screening Dispersion Modeling




    Screening modeling was  performed to  determine if  any of the point sources




in the  emission  inventory are likely to  have  large  impacts at  the  monitoring




sites  identified as having  a high probability of nonattainment.  The  selection




of the point sources to be  subject  to  the screening modeling was based on  the




source's  TSP  emission  rate (Q),  an exponential term which  included stack




height  (H.)  and distance   (D)  from  the  monitor.    Those sources  with   the




greatest QH./D  ratios were modeled using  standard screening procedures (U.S.




EPA,  1981c)  to  determine   maximum  1-hour  average   impacts.   The   screening




modeling results showed  that no single point  source  or group of point sources






                                      -51-

-------
can be  expected  to  be the  primary  cause(s)  of  nonattainment.   However,  the




largest contributors  were  found to  be  coal-fired power plants.








    6.4.2  Receptor Modeling




    Potentially useful  preliminary receptor modeling methods include  optical




microscopy, automated scanning electron microscopy, microinventories,  chemical




emission inventories,  factor analysis and  CMB.   Of these,  only the  chemical




emission inventory and CMB  can  be performed using  the available  data  base.




For the  example urban  area,  one of the high concentration  ambient  samples was




selected for  each of  the  three monitors with  available chemical  composition




data,  and  a  CMB  analysis  was performed  to  obtain  an  estimate of  source




contributions.  The source signatures  used for  this analysis were all  obtained




from  the EPA  Source Composition  Library  (U.S.  EPA, 1984a)  and included the




types  of  point  sources  identified  in  the   screening  dispersion  modeling




analyses.  Also included  was a road dust source  signature,  since  this type of




source is expected to be a major contributor in urban areas.




    The  preliminary  CMB  results  indicated  that  road  dust  is  the  major




contributor to the PMi o at all three monitors where  receptor model data were




available  in  the example   urban  area.    However, additional   analyses  using



site-specific source signatures  would be required for  most sources to obtain




quantitative results for each type of source.








6.5 Comprehensive Analyses




    Comprehensive modeling  analyses will generally be  required  in  urban  areas




for several  reasons.   Urban area nonattainment problems often are caused  by a




complicated mix of many sources and  source types such that  identification of




the   contributing  sources  and  quantification   of  their  impacts  will  be




difficult.  The  development of  cost-effective  control strategies  will  depend






                                      -52-

-------
on an ability to reliably attribute  most  of  the particulate matter  to specific




sources or source types.  The  selection  of  cost-effective controls  may require




resolution of  minor  source  or  source  type  contributions  if  such  controls



cannot  be  applied   to   the   major  contributors.    Comprehensive   dispersion




modeling  analyses  may  also   be needed to   define  the  boundaries  of  the




nonattainment area and test  control  strategy effectiveness.




    For  the  example  urban  area,  the  preliminary  dispersion  and  receptor




modeling analyses  showed that more  thorough  analyses were required  to obtain




definitive results.  They also provided  valuable insight  into a likely  cause




of  the  nonattainment  problem,   i.e.,  fugitive dust from   roads  and  other




sources.  Therefore,  subsequent  efforts  focused  on quantifying  the  emissions




and impacts of  both coal-fired power plants (based  on the screening dispersion




model results)  and fugitive  dust  sources.
                                      -53-

-------
7.0 DEMONSTRATING RELIABLE MODEL  PERFORMANCE FOR THE  EXAMPLE  URBAN AREA




    The results  of  air quality  models  form  the  foundation of  most  control




strategy decisions.   The availability of  reliable  modeling  results is critical




for  developing  effective  and  efficient  control  strategies.   Therefore,  the




performance of  dispersion and receptor models must  be evaluated  prior  to  use




in  control  strategy  development.   This section  describes   procedures  for




evaluating selected  air  quality models  (dispersion  and  receptor) for  use  in




PMio  SIP  development.    The first  subsection  covers  general   considerations




while  the  remainder of the  chapter  addresses  the  evaluation methods  used  for




the  example  urban  area.   The  topics   covered  for  the  example  urban  area




include:   data   preparation;    derivation  of    background   concentrations;




comparisons   of   observed   to   dispersion   modeled   concentrations;   and




reconciliation of receptor and dispersion model  results.








7.1 General Considerations




    7.1.1  Development  of PM10  Emission Inventories




    Evaluation  of  dispersion models in  terms  of  their  abilities  to reliably




predict  ambient  PMio   concentrations   requires  a  PMio  emission  inventory.




The   PMio   SIP   Development  Guideline   (U.S.  EPA,   1987a)   contains  PMio




emission factors  and PMio/TSP fractional multipliers that  may be  applied to




existing TSP inventories.   Further  information on  PMio emission factors  are




contained in AP-42  (U.S.  EPA,  1985a and 1986c).   Many  of  the  procedures  for




developing a PMio  emission  inventory  are the  same as  those which nave been




employed in  the past  for TSP inventory  development.   As with TSP,  the four




main  types of  PMio  sources are point,  area,  mobile  and fugitive.   In areas




exceeding the  24-hour  NAAQS,  adding  temporal  resolution to  a  PMio  emission




inventory may be  important.   Improving the existing methods  of estimating the




emissions of sources contributing condensable and secondary  aerosol is also of






                                      -55-

-------
greater concern  for PMio  emission inventories.   Finally,  resources  must  be




allocated  for software  development  tasks which  are  inevitable  in  emission




inventory compilation.




    Evaluation  of  receptor  models   requires   reliable  information  on  the




chemical/physical   characteristics   of   the   particles   emitted   by   major




contributors   to   ambient   PMio  concentrations.     The  type   of   source




characterization  needed  is  dependent  on  the   specific  receptor  oriented




approach  undergoing evaluation  (U.S.  EPA,  1984b).   For  the  purpose  of this




discussion, the  use of the CMB  model will be  assumed.   Emission  composition




data are  readily available for many source types.   The EPA Source Composition




Library  (U.S. EPA,  1984a) is  the principal  repository  for  existing source




composition  profiles  or   "fingerprints".   Although  the  fingerprints  in the




source  library  may be  used  for  CMB  modeling,  more reliable  results  are




obtained   using  airshed-specific   source  composition  data   developed  by




collecting  and  chemically analyzing  emission  samples   from  local   sources.




Because  the CMB  model  is strongly dependent  on  the  conservation of  relative




composition   assumption,   more   reliable  CMB  results  can  be   obtained  by




collecting  source  samples in a manner  which  minimizes  deviations  from this




assumption.








    7.1.2  Compilation of  Ambient PMio Data




    Dispersion  model performance evaluations are  based on  comparisons  between




measured  and  modeled concentrations.   However, the  lack of a large  historical




PMio  data  base  will   inhibit   the  evaluation  process  for many  areas.   For




locations  for which only  sparse  sets  of  PMio  observations exist,  it will  be




necessary  to   derive  ambient   and  background  PMio  concentrations   from




historical    TSP   data.    Transformation  of  TSP   concentrations   to   PMio




concentrations   is  accomplished  most  reliably by  applying  a  site  specific






                                       -56-

-------
PMio  to  TSP  ratio.   In  the  absence of  a site specific  ratio,  AQCR,  State,




regional  or  national average  TSP  to PMio  ratios may  have  to  be  applied.




Further  suggestions  on  the use  of TSP  measurements  as a  surrogate  for  PMio



are given  in Appendix  D  of  the  PMio  SIP  Development Guideline   (U.S.  EPA,




1987a).




    As in the case of  emissions  data, the use  of  ambient  air quality  data  in




PMio   SIP    development   often   requires  a   substantial   amount   of   data




preparation.   This may include data processing to obtain data  for  use  in:  1)




dispersion   model  evaluation  comparisons;    2)   receptor  model   input;   3)




background concentration  determinations;  and  4)  PMio/TSP  concentration  ratio




calculations.








    7.1.3  Prioritization of Monitoring Sites




    In general,  model  evaluation  analyses  should employ  as many  monitoring




sites as possible although particular emphasis should be placed on results for




the sites within  the boundaries  of the nonattainment  area.   Model  credibility




is  enhanced  by  the correct prediction of concentrations at both attainment and




nonattainment monitors.   Nevertheless, monitors should not be  included if they




are located  outside  the  territory covered by the emission  inventory used in




the model.








    7.1.4  Meteorological Data




    Dispersion  models require input of meteorological  data.   For example, RAM




requires input  of hourly  wind direction, wind speed,  atmospheric  stability,




temperature,  and  mixing  height  data,  while  CDM  2.0  requires  input of  a




joint-frequency distribution  of wind  direction,   wind speed,  and   atmospheric




stability   in  the  STAR   (stability  array)  format.    In  addition,  model




performance  evaluation  requires  identification  of  critical  meteorological






                                      -57-

-------
conditions.   For  dispersion  modeling,  the  issue of  critical  meteorological




conditions  pertains  primarily  to  the  24-hour  PMio   NAAQS.   Two  sets  of




critical  conditions  are  of concern.   One  set  is  that  which  produces  the




highest  observed concentrations  and  the  other  is  that which produces  the




highest modeled concentrations.




    For   receptor   modeling,  critical   meteorological   conditions  must   be




considered with  respect to  the  annual average  NAAQS.    In  general,  receptor




modeling  is  applied to  a limited subset  of the  available ambient  samples in




order to develop an estimate of the annual average source  contributions.   This




subset  should  be   chosen  to  be  representative  of   the   distribution  of




meteorological  conditions which  occur at  the  site  (U.S.  EPA,  1984b).   To




ensure  the  representativeness of the  subset,  probability sampling  should be




employed  to  select the  subset  from  the  population  of  available  ambient




samples.   Two probability  sampling  techniques which have been  used to select




ambient  samples for receptor  modeling  analysis are   random and  stratified




sampling.








7.2 Data Base Preparation  for the Example Urban Area




    A 'considerable  amount  of  data manipulation  was  required to  prepare the



data  base   required  for   the  model   evaluation  analyses.   This  subsection




describes,  for the  example urban area,  the  procedures  used to  prepare the




emissions,  ambient,  and  meteorological  data  and the  selection  of  receptor




locations  employed  in the  analyses.








    7.2.1  Emissions Data




    The  starting point for  the example  urban  area  PMio  emission  inventory




was  the existing annual average TSP  emission inventory  described in Section




5.1.   The  procedure   employed   to  conduct the  TSP  to  PMio   transformation




followed the  recommendations found  in  the  PMio  SIP  Development  Guideline




                                       -58-

-------
(U.S.  EPA, 1987a).  Two  types of  inventories  were prepared  for model  input;

one comprised  of major  point sources  and  the other  containing area  sources

(which included  all  other  source  types).   The existing  inventory  contained

data  for  3867 point  sources  within the modeling region.   Selection  of  261

major point sources was accpmplished through the  use  of a screening  procedure

based  on  the QHe/D   ratios  described  in Section   6.3.1.    Source-specific

PMio/TSP ratios were then applied  to the major point  sources  to complete  the

annual  average  point   source  PMio  emission   inventory.   All  other  sources

(i.e., area,  fugitive,  mobile, and  minor point sources)  were  placed  in  the

area  source  inventory.   A general PMio/TSP emission  ratio was  applied to  the

minor point  sources  based  on  the  average  ratio  found  for  the  major  point

sources.   Other   sources  in  the  area  source  inventory  were  scaled  with

source-specific PMio/TSP emission  ratios.  This completed the  compilation of

the  PMio  emission  inventories as   required   for the  annual  average  model

evaluation.

    The  annual average  PMio emission  inventories were  then  used to derive

temporally resolved PM10  emission inventories.   The  temporal  resolution  was

needed  in  order  to   evaluate the  importance   of   seasonal,  daily  (e.g.,
      t
weekday/weekend)  and diurnal emission rate variations.

    To  evaluate   the   dispersion  model  with   respect to  estimating  24-hour

average PMio  concentrations, hourly emission  rates were  calculated  for  each

of the  61  TSP sampling days (every sixth day)  in the test year  (1982)  selected

for the example urban area.   Equation 7-1 below was used  to  derive the hourly

emission rate for each source for each of the 61 TSP sampling days:



       PMio(hour) = PMioA*(SF/NDS)DF*HF*252      (7-1)
                                      -59-

-------
where: PMi0A = actual annual PMio  emission rate (TPY),
       SF = fraction of PMioA in a given season,
       NDS = number of days in a particular season,
       DF = 7/number of days per week the source  was operative (e.g.,  DF
            = 7/5 = 1.4 if the source was operative  5 days per week,
            Monday through Friday; and DF = 0 for Saturdays and Sundays),
       HF = I/number  of  hours/day  source  is operative  (e.g.,   if   the
            source  is  operative  8  hours  per day,  HF  = 1/8  for the  8
            operative hours,  and  HF  =  0  for  the  16  inoperative  hours.
            Note, a  starting  time of 7-8 AM was  assumed for sources  that
            operated for less than 16 hours per day.),  and
       252 = (2000*453.59)/3600 to convert tons/hour to g/sec.


Numerous  sources  of information  were consulted   in order  to glean appropriate

values for  SF,  DF,  and HF for  each  source in the inventories.   Obtaining and

applying   these  values   was  a  labor   intensive  process   which   required

considerable software development.

    In  order to  evaluate  the  CMS  receptor  model, emission  composition data

were  required.   This requirement  was fulfilled by  the  collection and analysis

of  emission samples from  seven  of  the  largest  local point  sources (Dzubay

T.G., et  al.,  1987).  A size-segregating dilution  sampler was  used to collect

the  stack  emissions.   In addition to  the point sources,  road  dust  and soil

samples  were collected from  several locations,   resuspended onto  filters and

chemically  analyzed.  X-ray  fluorescence  was employed  to determine  the  trace

element  composition  of  the  source  samples.   Chemical  profiles  for   other

sources  were  obtained  from the EPA  Source Composition Library  (U.S. EPA,

1984a).



    7.2.2   Ambient  Air  Quality  Data

    A limited amount  of  data preparation was needed  to produce the  PMio data

used  in the RAM and CDM  2.0  model  evaluation analyses for  the example  urban

area.   The starting point  in preparing these  data  was  the file provided  by  EPA

which contained  TSP  concentrations  every  sixth   day  for  1982 at the   59

operating monitoring sites  in the  example AQCR.  Of  these 59  sites, only 17

 (see  Figure 3-3) were  located  sufficiently within the  boundaries of the area

                                       -60-

-------
source  inventory to  be  suitable  for  use  in  dispersion  model   evaluation




analyses.   An  airshed  specific  PMio/TSP ratio  (0.8)  was  applied  to the  TSP




data  to estimate PMio  concentrations.   This  ratio  was  the average  of  the




PMio/TSP  ratios  observed  at   four   of  the  six  monitoring  sites   where




collocated samples  were  collected  during  the  one-month  intensive  sampling




program in the  example  urban area (Sites A,  B,  C,  and E in Figure  3-3).  Data




from  the  other two  monitoring  sites  were   not  used  because  of  excessive




fugitive  dust   influence  at one  site  and  invalid  PMio  and TSP data  at  the




other site (Sites D and F, respectively, in Figure 3-3).




    Software was developed to  transform the  receptor model  data  received from




EPA into the format required by the CMB model.  This software made  it possible




to  readily perform  CMB  modeling with any of the samples collected at the three




PMio monitors.








    7.2.3  Meteorological Data




    The  data preparation  for  the example  urban area began with the  file of




hourly  NWS meteorological  data plus mixing heights  for  all of 1982.   Using a




combination  of  the RAMMET preprocessor program and appropriate  software, the




hourly  data   for the  every-sixth-day  air quality monitoring   schedule  were




extracted for use  in RAM.   Additional software was used to read the RAM data




and  create   annual  and  seasonal  Day/Night STAR data  (based  on  the   61  TSP




sampling days)  for  use in CDM 2.0.








    7.2.4  Receptor Locations




    The  only   receptor  locations  used  in   the   model  evaluation  analyses




consisted of TSP monitor site locations.   During  1982,  a sufficient number of




samples was  collected to calculate annual statistics at  44  of the 59 operating




TSP monitoring  sites  in the example AQCR.  These  44 sites  are shown in Figure




3-1.  Of  these  44,  17  (Figure 3-3) were  located at  least  2.5  Jon inside  the




                                       -61-

-------
edges of the 42.5 by  42.5  km area source inventory  grid.   Only these 17  were




used as receptors in the dispersion model  evaluation  analyses.








7.3 Derivation of Background Concentrations




    Background concentrations  are essential  to  dispersion  model  evaluation




analyses.   In  dispersion   modeling  analyses,  background  concentrations  are




generally considered to be  those concentrations  caused by sources  that are not




included in  the  emission  inventory  used by the model.  Therefore,  dispersion




model evaluation analyses are performed by comparing measured  minus  background




concentrations to modeled concentrations.




    The  derivation  of  the  desired background  concentrations  began with the




identification of monitoring sites that  could be used for that  purpose.  In




order  to do this,  the  44  TSP  monitoring  sites  that obtained  statistically




representative data  in  the  AQCR in 1982 were  plotted on  a  map  of the study




area  (see  Figure 3-1).   Potential background monitoring sites were  defined as




those  located outside  the  urban center of  the  42.5  by  42.5 km area  source




inventory  grid.   Also  excluded from  consideration  as  background  sites  were




those  not  located in  generally rural  or undeveloped areas.   Of  the 44 sites,




12 were  selected as  being  likely to record background concentrations under at




least  some meteorological  conditions.   These 12 background sites  are indicated




in Figure  3-1.




    The  RAM model required  24-hour average background concentrations for  each




of the 61  TSP sampling  days, while the CDM 2.0 model  needed the 61-day  average




background concentration.   The  24-hour average background concentration  for a




specific day was taken  as  the average concentration from the  subset of the  12




background monitoring  sites  which were upwind of the example urban area for




that  day.   The annual  average  background concentration was  calculated  as the




mean of  the sixty-one  24-hour average  values.






                                       -62-

-------
7.4 Model Operation

    Prior  to the  use  of  the  models,  the  selection  of  model options  was

required.  This section describes  the  options employed for  the RAM, CDM 2.0,

and CMB modeling analyses  which were conducted.

    The RAM model (U.S. EPA,  1987f)  was  operated with the control  options  set

to:
          IPOL = 4, only particulate matter considered
          MUOR = 1, urban mode
          Z    = 0, no consideration of receptor height
          IOPT(38) = 1, the regulatory  default option for urban area
                     applications
          HANE = 10.
    Area source input parameters were as follows:
          FH = 0.5, which assumes that area source heights were
               comprised of equal contributions from physical stack
               height and plume rise.

          XLIM = 61, this value is approximately the length of a diagonal
                 within the 17 by 17 area source grid.  Thus, it was
                 assumed that no integration tables would be necessary at
                 distances greater than 61 km.

          NHTS = 3
          HINT(3) = 4.60, 9.10, 13.70
          BPH =6.85 and 11.40
    The CDM 2.0 model  (U.S.  EPA,  1985c) was operated with the control options

set to:
          NGRAD = 0
          FAC = 0.5
          RCEPTZ =0.0
          NDEF = 1, the regulatory default option for urban area
                 applications
          DELR = 200
          RAT = 2.5
          CV = 1000
                                      -63-

-------
          HL(1)-HL(6)  =  2100,  1400,  1400,  1400,  1050, 700 with mean
                        values from  Holzworth  (1972) mixing height tables
          U(1)-U(6)  =  1.50,  2.46,  4.47,  6.93,  9.61,  12.52
          XG = 464.5
          YG = 4400
          TOA =12.6 from local climatological data  (LCD) summary
          TXX = 2500
          DINT = 10
    In contrast to dispersion models,  the  interactive nature of the  CMB model

does not facilitate the compilation of  a  list  of parameters which are  adjusted

once and  then remain  in  effect  for an  entire set  of  model executions.   The

adjustments made in the CMB model  take  the  form of selecting the set  of  source

profiles  and  chemical  features  which will  be  included  in  the mass  balance

regression calculation.

    For  the  example  urban area,  the  selection  process  was  conducted  in an

iterative fashion by  systematically adding and deleting sources and features

from  the  calculation until  a   "best"  fit  solution   was   obtained.   The

determination of this  fit was guided  by a combination of summary  statistics

reported by the  model together  with the  analyst's understanding of the airshed

under consideration (see U.S. EPA, 1987d).



7.5 Comparison of Observed and Dispersion Modeled Concentrations

    The model  runs  described in the previous  section generated a large amount

of  data  with  which the performance  of the dispersion  models  can  be assessed

with  respect  to the  example  urban area.  In  this  section,  the performance of

the  dispersion models  is  examined  by comparing  the  model  results  with the

PMio  concentrations   derived  from  the  TSP  measurements.   In Section  7.6,

dispersion  model performance is  evaluated further  by  comparing  the  receptor

and dispersion model  results.
                                      -64-

-------
    7.5.1  Annual Average  Modeling




    Table  7-1  shows  the  initial   comparisons   between  the   measured  minus




background and  modeled PMio concentrations  predicted by  CDM  2.0 and  RAM  in




the example urban area.   The  table  is based on the  17  selected TSP  sites,  and




uses  PM10  values  derived  from  the measured  TSP  concentrations.    CDM  2.0




comparisons  are  presented  for  four  approaches  to  incorporating  temporal




variability into  the  emission  inventory including:  1) seasonal  and  diurnal




variability;   2)  seasonal  variability;  3) diurnal  variability;  and 4)  constant




inventory  (i.e., no  temporal  resolution).   Table  7-1 shows  that on the  basis




of  correlation  coefficient,  slope and  intercept, CDM  2.0  performs  reasonably




well for all  versions  of  temporally resolved inventories.   However, all  four




sets  of  CDM  2.0 modeling  results  underpredict  the observed  PMio.   Seasonal




variability  is  seen  to  have  negligible influence  on  the predictions  while




diurnal  variability  provides  the   largest   underpredictions.    The  lower




predictions provided by the diurnally  variable   inventory are  due  to higher




daytime  emission  rates coinciding with the higher  daytime  winds  speeds  which




cause  greater   dilution   and   result   in  reductions   in  overall   average




concentrations.    Despite  the   large   underpredictions  associated  with  the




diurnally  dependent  emission inventories, diurnal variability was retained in




the  inventories for  further annual  average modeling  because the  concept is




physically justified and  was  shown to have a  significant  influence on  the



modeling results.








    7.5.2  Short-Tenn Modeling




    The  comparisons of  RAM  predicted  and  measured  minus  background  PMio




concentrations  shown in Table  7-1 indicate that  the results of the RAM model,




in general, follow the same trends exhibited by the CDM 2.0 model  results.   As




was  found  for   CDM 2.0,  the  RAM  results underpredict   the  measured  minus






                                      -65-

-------
CO









CO
UJ
^_
»-t
CO
a
UJ
K™
UJ
^j
Ul
CO

fx
•—
UJ
z
l-
ae
o
u.

CO
_j
at
in
I-H
CO
_J
z
z
o

^K
3
<
UJ
_J
UJ



oc
a


0

CM
i
*"*
^j
l-l
l-l

l-l




















5
a
























£
•
ai a
to











01 X
4>> *>
« ••-
ac .-
c 2
O IO
71 u
in 10
r

vo
Ul
o«

vO
Ul



vO
Ul





vO
Ul
en





vO
in
Ol




|X
^m



IX
^m




r*
fm





|X
^_













"t?
<4-
U i—
§ CO
0 » VO
VO Ul
CM — *
• • ^

Ul PI
CM •- CM


IN. CM CM
O PI •
CM — Ul




*- Ul CM
00 O

« • *—




PI PI CM
PI «•
CM i— CM



fx Ul
VO CO Ol

. vo

f) ^f
vO 0 —
^*> ^o •
• • \o



«• a
tN UJ





Ul O PI

to












^-
u
c £
o
3 'E a
« N» 01
r- U
01 01 U
u a oi
- vo
CM CM


— vo
CM ' CM



— vO
CM CM





•- vO
CM CM






w- VO
CM CM




— VO
CM CM



— VO
CM CM




— VO
CM CM





— vo
CM CM







•o
c
§
a
j<
u
', £
i i
a 3
JC VI
u «
S S,T
a a a


en ^ 01 ^* ^ PI vo
*- vo v in PI in pi


vO ^ PI CN PI PI CM
— vo t ui PI in PI



a\ t f r» o PI oo
•— vO in in * in PI





M? ^ O IN FN p| Ul
.- i£ in in PI in PI






vo «• CM r» IN. pi \o
•~ vo ui in PI ui PI




in i i ii ii
CM 1 1 II II



CM 1 1 II II
CM 1 1 II II



-
Ul 1 1 II II
CM 1 1 II II





CM 1 1 II II
CM 1 1 II II



n
•o E

O P* ^ »•
t- E Ol ~
a >. u
.M <-> i a 3
-~ u n -o 5 vi -o
« * JS « N- « 
o. X« X CM u CM — w —
E a a
a a a a a "a a a u a
> > 3 > > « > > * >























































g
Ni^
s
Q.

1
Ul

01
a
g
CE
U
a
u
|O
CD
c
                                               -66-

-------
background concentrations,  and hourly variability (which for RAM is  in  essence




equivalent to  diurnal  variability for CDM  2.0)  is the only characteristic  of




emission  inventory  variability which significantly  influences  the  modeling




results.  Although  the RAM  results  follow the  same  patterns  as  the CDM  2.0




results,  the  overall  performance  of  RAM,  as   indicated  by  the  correlation




coefficients,   slopes,  intercepts and ratios  of  measured  minus background  to




predicted PMio  concentrations,  is much  poorer   than  CDM  2.0.   However,  with




short-term modeling, which is conducted  in reference  to  the  24-hour  average




NAAQS,  overall model  performance  is  not as   important  as  the  ability  to




correctly  predict  elevated   impacts.   Furthermore,  a  short-term model  must




provide  estimated  concentrations  which agree  in magnitude  and location  with




elevated  observations.   The  lower  right-hand corner  of Table  7-1  summarizes




the performance of  the RAM model  with respect to  predicting  elevated impacts.




On  average,  the  elevated  RAM  results  greatly  underpredict  the  measured




elevated  concentrations.    However, the  addition of temporal resolution  to  the




inventory does  not  appear  to influence the performance  of RAM with respect to




predicting elevated measured  concentrations.  Therefore, the development of a




temporally  variable   emission   inventory  is  not  necessary  for  short-term



modeling.




    The  RAM model  evaluation analyses also revealed that  the  RAMMET processor




program  occasionally may produce unrealistically low mixing  height estimates




and  subsequent overpredictions  of  area  source  impacts.  Should  this problem




arise   the  EPA  Regional   Meteorologist   should  be   consulted   to  develop



appropriate corrective action.




    In  summary, the  initial comparisons between  modeled  and observed  PMio




concentrations  show that CDM 2.0 and RAM underpredict the measured values  for




the  example  urban area.   The largest  relative  underprediction was  noted  for




the   RAM  model  when   measured  minus   background   and  predicted  elevated






                                      -67-

-------
concentrations were compared.   In  addition,  temporal variability was shown  to




be important for annual  average CDM 2.0 modeling but  of negligible  influence




with respect  to  the significant indicators  of RAM model performance.   On the




basis  of  the  initial  comparisons  between  predicted  and  measured  minus




background  concentrations,   a  tentative   conclusion  was   made  that   the




underpredictions   by  both  models   were  most  probably  due   to  misspecified




emission  rates  in the  inventory.   In  the  next   section,  a  more  detailed




understanding  for  the  underpredictions  is  derived by  comparing the  receptor




and dispersion model results.








7.6 Comparison of Receptor and Dispersion Model Results




    The source contribution estimates  provided by CMB and  dispersion  modeling




generally are  not  easily compared  in the formats generated by the models.  To




facilitate  logical comparisons,   the  dispersion  model  results  are  usually




regrouped.  The  regrouping  proceeds by combining the  impacts  of point sources




associated with  similar  processes  and separating the  area  source impacts into




their  principal  components on  the basis of the emission  inventory.   For the




example urban  area,  the  regrouping process  provided 14 source  categories for




comparing receptor and dispersion model results.



    Table  7-2 shows  the  average  receptor/dispersion  model  comparisons for




three  sites  in the example urban area.  The averages were  formed from  the same




set of sampling periods  for each of the sites.  The RAM  model  was used to make




the  comparisons  because,  unlike  CDM  2.0,  RAM  permitted  the  use  of  the




meteorological  conditions  which were  measured  during  the   sampling  periods




selected  for  CMB analysis.  However, any misspecifications in dispersion model




input  which are  identified from  the  comparisons of  RAM  with   CMB  should  be




applicable  to CDM  2.0 because both dispersion  models rely on  essentially  the




same assumptions and input  data.






                                       -68-

-------
    Table 7-2 shows several  similarities between  the  results of  the  CMB  and

RAM models  including:   1)  reasonable agreement  between  RAM and  CMB for  many

sources at all three sites;  2)  an  equal unexplained portion  of the  observed

mass by both models; 3)  reasonable  agreement between background  and secondary

sulfate; and 4)  excellent agreement  between CMB  and  RAM  for the  impact  of the

antimony source at  site A  (see  Figure  3-4) which is  the site nearest  to the

source.  Table  7-2 also shows  several  substantial  differences  between  the

results of  the  RAM and  CMB  models.   These  differences were examined  and  then

reconciled following the eight-step procedure  described in  the  Protocol  for

Reconciling  Differences  Among   Receptor and  Dispersion  Models  (U.S.  EPA,

1987b).  In the following  discussion,  the  differences will  be identified and

their reconciliation summarized  on a case-by-case basis.


    Case 1:  CMB  estimates   of   the  impact  of  crustal   material  are
             significantly greater than  those  predicted  by RAM.  What is
             the cause of  the disagreement  and how can  the  difference be
             reconciled?


A thorough review was  conducted of  the  CMB  modeling procedure and  input  data

with   respect  to   estimating  crustal  material  contributions.    The  review

indicated  that  the CMB model  provided very  reliable   estimates   of  crustal

material impacts.   A  review of  the  RAM model inputs identified  two errors in

the emission inventory  which could have substantially  influenced  the crustal

material impact  estimates.  The  errors  included: 1)  the emission  factor for

construction activity was low by  a  factor of four; and  2)  the emission factor

used for unpaved  road  dust was  low by a factor of two.  The  errors were then

corrected  and  resulted  in  a 50  percent increase in  the overall  area  source

emissions.
    Case 2:  CMB  estimates   of  the   impact  of   coal   combustion  are
             significantly greater than those predicted by RAM.   What is
             the cause of  the disagreement and how  can the difference be
             reconciled?

                                      -69-

-------
                          TABLE 7-2

 INITIAL COMPARISONS OF THE AVERAGE RAM AND CMB MODEL RESULTS
(Contributions expressed as percents of the measured averages)
Source Type
Oil Combustion

Coal Combustion

Oil Refineries

Incinerators

Antimony Source
Secondary Metals
Iron & Steel

Chem. Mfg.
Other Point Sources
Other Area Sources
Mineral Processing
Road Dust & Soils

Mobile Sources

Background
Secondary S04
Total (+ Background)
Total
Unexplained

RAM
CMB
RAM
CMB
RAM
CMB
RAM
CMB
RAM
CMB
RAM
CMB
RAM
CMB
RAM
RAM
RAM
RAM
RAM
CMB
RAM
CMB
CMB
RAM
CMB
RAM
CMB
Site A
.9
.8
1.3
5.9
.4
2.2
.2
.3
1.0
1.4
.2
1.0
- .2
.02
.06
.5
6.0
.2
11.3
19.
5.5
3.2
55.
46.
83.
80.
17.
20.
Site B
.6
1.0
.1
1.3
1.0
7.3
.4
1.0
.1
.02
.03
1.3
.2
.05
.1
.1
3.5
.1
6.7
14.
3.2
3.3
63.
49.
80.
77.
20.
22.
Site F
.1
1.6
.7
1.0
.08
0
.05
2.5
.003
.03
.03
.8
.2
.08
.08
.6
5.0
.2
9.0
23.
4.6
3.8
62.
49.
83.
82.
18.
19.
                              -70-

-------
    A   review   of  the   CMB  parameters   associated   with  coal   combustion

substantiated the coal combustion  contribution estimates provided  by the  CMB

model.   Reviewing the  RAM  inputs  related to  coal  combustion revealed  two

causes for the differences between CMB and RAM.  First, several  estimates  were

available for the emission rate  for the largest coal  combustion source in the

airshed.  In the  RAM  modeling,  the  lowest  estimate of the emission  rate  had

been  employed.  The inventory  was  changed to include the  highest emission rate

estimate  for this  source because  RAM was underpredicting  CMB and  the  CMB

results  had  been judged  to  be  reliable.   Second,  a portion  of  the difference

between  CMB  and  RAM was  found to be  an artifact  of the  method  used  to  group

the  source  contributions  for  comparisons and not  a  problem with  one of  the

modeling  approaches.    Specifically,    the  impacts  from   residential   coal

combustion  emissions  were  reported  as  part of   the   "other  area  sources"

category in Table 7-2.


Case  3:      At  sites A  and  B  (see  Figure  3-3),  there  are  several
             sampling  periods  for  which CMB  and RAM predicted elevated
             impacts  from oil  refineries.   For  these periods, the  CMB
             estimates are much  greater than the RAM estimates.   What are
             the  causes of the disagreements and how  can the differences
             be reconciled?


    A review of  the  CMB parameters  associated  with  refineries revealed that

the   source   composition  profile   associated  with  refineries   lacked  any

distinguishing features  which resulted in a high detection  limit  for the CMB

model in terms of estimating refinery  impacts.  Because  of the  high  detection

limit,  the CMB estimates of refinery  contributions  were  re-examined  in detail

for  each site and sampling  period combination^ > With one exception, the CMB

results  were  found  to   be  consistent with  the  supporting data.   The  one

exception was a  high impact which  was estimated  for one sampling period  at

site  B.   An  error was found in the modeling procedure used for  this sample and

therefore the  CMB model  was re-run  for the sample using  the correct modeling

procedure.

                                       -71-

-------
    Because  the  remaining  CMB   estimates   were  shown  to  be  valid,   the

reconciliation process  shifted focus to  examining the RAM input data  related

to oil  refineries.   Seven major  refineries  were  identified  in  the  emission

inventory.  Only two of these  were located upwind during the  periods for which

CMB and RAM predicted elevated impacts.   As was  found to be true for  the coal

combustion source, several emission  rate  estimates existed for each of the two

upwind  refineries.   Once again,  the  low end  of the  emission rate scale  had

been  used in the  evaluation  modeling.   Because  RAM was  underestimating CMB,

the  emission  inventory was  adjusted  to include  the  higher  emission  rate

estimates for the two refineries.
Case 4:      There was  reasonably good overall agreement between CMB and
             RAM for  the  incinerator  source category.  However,  for  some
             of the sampling  periods  at site F (see  Figure  3-3), the CMB
             model predicted  significant contributions  from incinerators
             while  the  RAM model results  showed  impacts close  to zero.
             What  are the causes  of  the  disagreements  and  how  can the
             differences be reconciled?
    A  thorough  review  of  the  CMB  input data  showed the  incinerator impact

estimates  to be very  reliable  due  to  the highly  distinctive  source  profile

associated with incinerator emissions.   Next, the RAM input data were reviewed

and  three major incinerators  were  identified.   The  emission  rates  in  the

inventory  corresponded well  with the  capacities and operating conditions of

the  plants.   This  agrees with  the fact that  the CMB  and RAM  results  were in

reasonable  agreement when known  incinerators were  upwind of the monitoring

sites.   However, the CMB  model also predicted  significant impacts at site  F

from incineration  during periods when  none  of the  inventoried sources  were

upwind  of the  site.  Therefore,  the  conclusion was made that  during these

periods,  incinerators not  in the inventory  were responsible  for the impacts

estimated  by the CMB model.  This  implied that  the contributing  incinerators

were either  outside the  area  covered by  the  inventory  or  else within the

inventoried  territory  but absent  from  the  inventory.   This  matter  was  not

                                      -72-

-------
pursued  further  for  the  example  urban area.   In  the  case  of a  real  SIP




development, a more definitive  resolution would be required.  For this  study,




the  incinerator  emission  rates  were  left unchanged  because  the  available




evidence did not  justify any alterations which would have brought CMB and RAM




into closer agreement.








7.7 Comparison of Observed Concentrations to Final Dispersion Model  Results




    Following reconciliation of the RAM and  CMB modeling  results, selected RAM




and CDM 2.0 model  evaluation  analyses were repeated using  the  revised  source




emission  rates obtained during  the  reconciliation process.   Table   7-3  shows




the  results  of  the  post-reconciliation  evaluation  analyses  and  provides




comparisons with the initial evaluation analysis  results  which were  originally




discussed  in Section  7.5.  The  left-hand   side  of Table  7-3 shows that the




revised  inventory  produced little  overall  improvement in  the performance  of




the  CDM  2.0  model.  The  most  significant change is  the   replacement  of the




previous  underprediction  with  an overprediction  of approximately  equivalent




magnitude   (~5   ug/m3)   suggesting  that  the  revised  inventories  contained




increases  that  were  too  large.   The  right-hand side of   Table  7-3 shows  a




substantial  improvement   in   RAM  model  performance  due  to  the  inventory




revisions.   Much  better  agreement  now  exists  between   the  predicted  and




measured  minus  background combined-site   average  PMio  concentrations.   More




importantly, there  is  now excellent agreement between  the  RAM model-predicted




and  the measured minus  background concentrations  for  the  short-term averages




which are  critical  to the development  of reliable  control  strategies  for the



24-hour NAAQS.




    In   summary,   the  model   evaluation   analyses   demonstrated   that  the




receptor/dispersion  model reconciliation process improved  the  performance of




the dispersion models.   Although CDM 2.0 overpredicts, RAM provides excellent






                                      -73-

-------
                                   TABLE 7-3

            FINAL CDM 2.0 AND RAM MODEL EVALUATION ANALYSIS RESULTS
                           FOR THE 17 SELECTED SITES
CDM 2.0
Initial Final
Number of 17 17
Samples (n)
Correlation (r) .763 .736
Slope (m) .603 .820
Intercept (b) 6.1 10.0
Avg. Background* 21 21
Avg. Measured-Background 26 26
(ug/m3)
Avg. Predicted (ug/m3) 22 32
Avg. Max. Measured-Background
(ug/m3)
Avg. Max. Pred. (ug/m3) —
Avg. 2nd Max. Measured-Background
(ug/m3) — —
Avg. 2nd Max. Pred. (ug/m3) — —
Avg. lst-5th Max. Measured-
Background (ug/m3) — —
Avg. lst-5th Max. Pred. (ug/m3) —
RAM
Initial
956
.260
.159
14.6
21
26
19
64
52
57
37
53
36

Final
956
.259
.225
21.3
21
26
27
64
69
57
53
53
49
* Background Range:  5-44 ug/m3
                                      -74-

-------
agreement  with  measured  minus  background  concentrations  using   the  same




emission inventory.  This  difference  in model performance must be ascribed to




the different model algorithms  rather than the  emission inventory.   When  the




post-reconciliation CDM  2.0 and RAM  model evaluation analyses are  considered




together, further changes  to  the  emission inventory are neither  justified nor




necessary.    For  the annual average  control  strategy  modeling,  the  predicted




impacts were calibrated  using  the  procedures described  in  the  CDM 2.0  User's




Guide  (U.S.  EPA,  1985c)  and the regression coefficients  in Table  7-2 to ensure




that future annual impacts are not overpredicted.
                                      -75-

-------
8.0 CONTROL STRATEGY EVALUATIONS FOR THE EXAMPLE URBAN AREA




8.1 Overview of the Design Concentration Concept




    Control strategy development is the process of preparing  a  verifiable plan




showing  the level  of control  needed  to  demonstrate  attainment of  the PMi0




NAAQS.  The concept of design concentrations assumes a central  role  in control




strategy  development.   A  design  concentration  is  that  PMio  concentration




which a  control strategy  must  be  capable of  reducing  to  the  level of  the




appropriate  NAAQS.    In  other  words,  design  concentrations  function as  the




basis or reference  point  from  which  the  necessary  level  of  controls  are




determined.   Therefore,  the  process  of  control  strategy development  begins




with determining appropriate design concentrations.




    PMio  control  strategies  must  address the  24-hour and  annual  average




PM10  NAAQS.    Therefore,   two   sets  of  design   concentrations    must   be




established for  receptors  which  show a high probability  of  nonattainment with




respect to the 24-hour and annual  average  NAAQS.  Emission limits must  be set




to  provide  for  the  attainment  of  both  standards.   This is  accomplished by




developing a control  strategy on the basis of  the standard which produces the




more  stringent  emission  limits.   In general,  a confident assessment  of which




standard will provide the stricter limitations  cannot be  made prior  to control




strategy  testing.    In  these  cases,  a  reasonable  procedure   is   to make  a




systematic assessment as to which  standard is  more restrictive and  design the




control  strategy with reference  to that standard.  Next,  the control  strategy




is evaluated in  terms of providing for demonstrable attainment of  both NAAQS.




If attainment  of both standards  is  demonstrated,  then  the  correct NAAQS was



used as  the basis for control strategy development.




    Ambient  measurements  or  model  estimates  may  be  employed to determine




design concentrations.   If model  estimates are used, the design concentration




is  taken as  the  sum of  the  modeled source  impacts  plus  the  background.
                                      -77-

-------
Development  of  the   annual   average  design   concentration  is   relatively




straightforward.    If  .one  or  more  years of  ambient  PMio  measurements  are




available for a site,  the design concentration  is the average of the  observed




annual  averages.   Similarly,  if  one  or  more  years  of annual  average  PMio




modeling have been performed,  the  design  concentration  is  simply the  average




of the annual averages.




    In   contrast   to   the   annual  average   case,   establishing   a   design




concentration which is  appropriate  for the  24-hour NAAQS  can be  considerably




more complicated.  The complications arise from the statistical nature  of the




24-hour NAAQS which limits  the expected number of  exceedances of  the NAAQS to




one or  less  per  year.   The PMio  SIP Development  Guideline (U.S.  EPA,  1987a)




gives four procedures  for  calculating 24-hour design concentrations  including:




1) table  look-up;  2)  projections  from statistical  distributions; 3)  graphical




estimation; and  4) conditional probabilities.   For further details on the four




procedures see the PMio SIP Development Guideline (U.S. EPA, 1987a).




    Following  the  PMio  SIP  Development Guideline  (U.S.  EPA,  1987a),  the




design  concentrations  for  the example  urban  area were  determined  from the




results   of   dispersion  model  simulations  performed  with  five   years  of




meteorological data.  The  average  of the CDM 2.0-produced  annual  averages for




each  of the  five  meteorological years was used  for  the annual  average design




concentration  at  each modeled  receptor.   The  table  look-up  procedure was




applied  to the results of 1827 individual days modeled by RAM to determine the




24-hour  design concentrations.  Since the model provided a  continual record of




the  PMio  concentrations  for  five  years,  the design concentration  for  each




receptor  was  simply  the   sixth  highest   modeled  plus   background   PMio




concentration at each receptor.
                                       -78-

-------
8.2 Establishing Baseline and Projected Emissions




    Precise determination of baseline  and projected  emissions  is critical  to




developing a defensible  control  strategy.  Baseline emissions are the  current




emission  levels  of  the  sources  within the  geographical  area covered  by  the




control  strategy.    Projected  emissions   refer  to  expected  future  emission




levels.   Three  types  of sources  are  of importance  in  developing  emission




projections;  1)  existing  regulated  sources which  are  currently  emitting




significantly below allowable  levels;  2)  new major  regulated sources;  and  3)




unregulated sources  whose emission  levels  may change  in response  to  general




economic development and/or population growth.




    Detailed  information on  forecasting  techniques  applicable   to  developing




emission  projections  is  contained  in  the  Guidelines  for  Air   Quality




Maintenance Planning and Analysis,  Volume 7; Projecting County Emissions (U.S.




EPA, 1975).




    For  the example urban area, maximum allowable emissions and  appropriate




growth  factors  were employed  to develop  a  projected  emission   inventory  for




future years.  No new major sources were included in the inventory.








8.3 Preparation of Dispersion Model Input Data for the Example Urban Area




    Emissions, meteorological  and  receptor data  sets were prepared  for use in




the  dispersion  model  analyses  required  for control   strategy development.




Input data were prepared for both the RAM and COM 2.0 models.  Three different




data  sets were prepared for  input  to RAM.  These data sets  were prepared for




use  in analyses  designed to identify  the most  cost-effective and   reliable




method  of using RAM  in  control strategy development.  The  preparation of the




three  types  of model  input  data  required for RAM  and  COM  2.0  is described



below.
                                      -79-

-------
    8.3.1  Emissions Data

    The  emission  inventory used  for  the  RAM  and CDM  2.0  control  strategy

modeling was the projected  inventory  described above.  For  RAM,  that inventory

contained temporally constant  emission rates for  all  261  point  and 289  area

sources.  For  one  of the RAM  data  sets, a smaller point source  inventory was

created by combining similar  collocated point  sources.   Similar sources  were

defined  as  those  sources with similar stack  heights  and  plume  buoyancies as

determined by calculating their "K"  values  as follows  (U.S.  EPA,  1973):


       K = (H * T * V)/Q                                            <8-l)

where:
       H = stack height
       T = exhaust gas temperature
       V = exhaust gas flow rate
       Q = emission rate
    Similar sources were  then modeled as one source using the stack parameters

of the original source with the lowest  "K"  value and the sum  of  the emissions

from  each  original  source.   This  reduced the number  of point sources from 261

to 144.

    For  CDM  2.0,  diurnal  emission  rate  variability  was  simulated  for all

sources  through the use of the input parameters YD and YN, which  were set to

1.28  and 0.8,  respectively, based on the temporal variability of the emissions

in the inventory.



    8.3.2  Meteorological Data

    Two  sets  of meteorological  data were  prepared for the  control  strategy

modeling with  RAM.   The  first  data  set  contained 36  days  of  hypothetical

meteorological data.   For  each day,  each hour  of  data represented one of  the

critical  combinations  of  wind  speed   and atmospheric  stability  conditions
                                       -80-

-------
commonly  used  in  screening dispersion  modeling  (U.S.  EPA,  1981c).   The  24

combinations of  hourly wind speed  and atmospheric  stability conditions  used

for each day follow:


                                          Pasquill/Gifford Atmospheric
         Wind Speed (m/s)                 	Stability Class	

                 1                                A,B,C,D,E,F
                 3                                A,B,C,D,E,F
                 5                                  B,C,D,E,F
                 7                                        C,D
                10                                        C,D
                15                                        C,D
                20                                          D


    Each  of the 36  days of hypothetical  meteorological data  was assigned  a

different  wind direction (which was  then  used for all the  hours  in  the given

day).  The  wind direction for  each day differed in  10  degree increments.  For

each  hour of  each day,  the ambient temperature was set  to  293 degrees Kelvin

and the mixing height was set to 500 meters.

    The  second set  of  meteorological  data  needed for  the  control  strategy

modeling  with  RAM  was the hourly data  from 1980 to 1984.   The five  years of

data were prepared for model input using the RAMMET processor program.

    Separate  files of STAR data were  developed for  each  of  the five years

(1980-1984)  and  were then used  for the  CDM  2.0  control  strategy modeling

analyses.   These  files  were  created by  applying  appropriate  software  to the

corresponding  years of RAM  format hourly data.



    8.3.3   Receptors

    The  selection  of  appropriate  receptor  locations   is critical  to  control

strategy  development  modeling.   Receptors  are needed wherever  there  is the

potential  for PMio  nonattainment.    Receptor  grids of varying  densities can

be  used  to  determine  the location and  boundaries   of  nonattainment  areas.
                                      -81-

-------
However, multisource modeling for  large  receptor grids is expensive.  For  the




example  urban area,  a  more  efficient  approach  was  developed  to  identify




locations with  the greatest potential  for PMio nonattainment.   The  approach




involved applying  the  EPA procedures  designed for estimating the  probability




of  PMio nonattainment   (U.S.  EPA,  1986a)  to  the   1982  to  1984  TSP  data




recorded at  the  17 TSP  monitoring sites  located  within the  42.5  by 42.5 km




area  source  grid.   This  process  produced  a  95   percent  probability   of




nonattainment at 3  monitoring  sites  (9,  14 and  17 in Figure 3-4) and a  20 to




95 percent probability of nonattainment at  5 monitoring sites (4, 5,  7,  10  and




16  in Figure 3-4).  A receptor grid with  2 km spacing was  then placed  around




these 8 monitoring sites, and these receptors (a total of 74) were  used  in the




initial  input for  the CDM  2.0  control strategy  modeling.   (Initially,  1 km




spacing was  employed,  but the  spatial variation in modeled concentrations was




negligible, primarily because the area sources were modeled as 2.5 km squares.)








8.4 Derivation of Background Concentrations




    The  background  concentrations  needed for  control  strategy  development




differ  somewhat  from those needed for dispersion  model  evaluation.  For model




evaluation,   background   values  were  needed  for  the   specific  days  being




modeled.   In contrast,  the  background   concentrations  needed   for  control




strategy development must be reasonable estimates of concentrations that may




occur in the future.  For an annual standard, the future concentrations  should




represent   an  average  year,   but  for   the  24-hour   standard  the   future




concentrations  should represent maximum concentrations  that  may occur  on any




given day.   This section describes  the derivation  of such estimates for the




example study area.
                                       -82-

-------
    There are  a number of  available methods  for  determining PMio  background




concentrations.  Several are described  in  the Guideline on Air  Quality Models




(Revised) (U.S.  EPA  1986b)  and  in Appendix  D of  the  PMio  SIP  Development




Guideline  (U.S.  EPA,  1987a).   For  the  example  urban  area,  the  background




concentration  estimates used in  the  model evaluation  analyses  were based  on




the  average  concentrations  observed from  among a  set  of  upwind  monitoring




sites identified as background sites.




    In the  model evaluation analyses  referred to above,  24-hour average  TSP




background concentrations  were  determined on the  basis  of  the TSP  sampling




conducted in 1982  at  the  set of  12 background sites.   The appropriate  average




concentration  recorded within the upwind subset of  the 12 sites  was  used  as




the  24-hour  average  TSP  background  concentration.   In  order  to derive  PMio




background concentrations  for  control strategy  development,  this process  was




repeated  using 1980,  1981,  1983  and  1984  TSP data  at  the same  set of  12




designated background sites.  For each  year,   this procedure  produced  sets  of




61  24-hour  average TSP  background concentrations.  The  resulting  305 values




provide . a  detailed  set   of  estimates  of  24-hour  average  TSP  background




concentrations  under  a  variety  of  meteorological  conditions.   The  maximum




value in this data  set provides a good  estimate of the maximum  future  24-hour




average  TSP  background  concentration  and  the  average of  all  the  values




provides an estimate of the annual average TSP background concentration.




    The procedure  described  above produced maximum 24-hour and  annual  average




TSP  background  concentrations  of  85   and  31.3   ug/m3,  respectively.  PMio




background  concentrations  were   then   obtained  by  assuming  that  the  0.8




PMio/TSP  concentration  ratio  observed  in  the study area  also  applies  to




background.    Applying  this  assumption  yields maximum  24-hour  and  annual




average   PMio   background    concentrations   of   68   and   25.0   ug/m3,



respectively.
                                      -83-

-------
8.5 Modeling Projected Source Emissions




    The  next task  in  control  strategy development  was modeling  using  the




projected  source  emissions  to  determine  the   location,  degree  and  spatial




extent  of  future  nonattainment  in  the  example  urban  area.   The  primary




objective of the modeling was to determine the design concentrations  that must




be  reduced below the NAAQS  level.   Another objective was to confirm  that the




EPA  procedures  for  estimating  the  probability  of  PMio  nonattainment can  be




used  to   identify  nonattainment   area  locations.    A  third  objective  was




establishing the  NAAQS exceedance  boundaries.   The  CDM  2.0 and  RAM  modeling




performed to meet these objectives is described below.








    8.5.1  Modeling for the Annual Average NAAQS




    Annual  average  modeling was  performed  using CDM  2.0 and  the data  input




described  in Section 8.3.   All 550  sources  were modeled using the projected




emissions  (with  diurnal  variability)  of  the   post-reconciliation  inventory.




Modeling  was  performed  separately  using  each of  the  five   years  of STAR




meteorological  data.   The  1982  STAR  data  were  used  first   to  calculate




concentrations  at  the  74 receptors  selected previously  (see  Section 8.3.3).




Additional  receptors  (2 km spacing) were then  added  near any  receptors where




concentrations  in excess of the NAAQS were indicated.  The  modeling and  adding




of  receptors  was  continued  using the  other  four   years   of STAR  data   to




establish  the  boundaries of  the  NAAQS  exceedance area.    In  two areas  where




point  sources  produced  significant  impact  gradients,  other  receptors  (1  km




spacing)  were  also added as  necessary  to obtain better estimates of maximum




concentrations.   The  concentrations from the five modeled years  were averaged




to  determine the  attainment  status  of each  receptor.
                                       -84-

-------
    The average results from  the  five years of CDM  2.0  modeling analyses  are




shown in Figure 8-1.   The  figure  shows the complete grid  of 107 receptors  and




the  average  modeled  PMio  concentrations  corrected  for   the  overprediction




bias noted  in  the CDM 2.0 model  evaluation  analyses  {see  Section  7.7).   The




corrected  values  were  obtained  by  applying  the   final  CDM  2.0  slope  and




intercept values shown in Table 7-3 to the modeled PMio concentrations.




    In  order  to  achieve  compliance  with the  annual  PMio  NAAQS,  all  the




concentrations   at  the  receptors  in Figure 8-1 must be reduced to  less  than




25 ug/m3  (the   difference  between  the  50  ug/m3  annual   NAAQS  and  the   25




ug/m3  background  concentration).   The  isopleth  line  shows  the  boundaries




of  the  annual  average  PMio  exceedance  area.    There  are  four  hot  spot




receptors  where   the  annual  average  PMio  concentrations   reach  maximum




levels.    The   four  hot  spot  receptors  are   located    in   the   northeast




(36 ug/m3),    center    (39   ug/m3),   upper   southern    (59   ug/m3),   and




lower  southern (70  ug/m3) areas of  the grid.   To  make  this  example  task




more manageable,  it was  hypothesized that control  strategies  which result in




the  NAAQS  being attained  at  the  four hot spot  receptors  will also  produce




attainment  at   all  the other exceedance  area receptors.   The four  hot spot




concentrations  plus  background  were  therefore  established  as  the  design




concentrations for the annual average PMio NAAQS.








    8.5.2  Modeling for the 24-Hour NAAQS




    For  typical AQCR's, the  use  of  refined   short-term  dispersion  models to




define  design  concentrations  appropriate for  the 24-hour  NAAQS is potentially




a very expensive process.  The  high costs are  produced by the large number of




computations needed to perform  a  comprehensive  determination  of  the  maximum




predicted  24-hour  PMio   concentrations  at   many  receptors  throughout  the




example  urban  area.   For  example, a  comprehensive  analysis of only a  portion
                                      -85-

-------
                         Open rectangles  enclose hot  spot receptors.
                         Solid squares  indicate monitoring sites.
          YMAX - 35.1
                                    025   p25    024    024   o25    O24
                                                 "25 - -^^
                              O22    cj26   Q29    o28    O28   Q27   ~D2^   O25
      022    023    023
                 023   024  /D26   Q31   Q32
023
                                                 O30    n30   O30    O28
                                                 031    031   o35    031
                                                          17*   r-zn
           023   o27   o29    Q31    O39   n35    Q34    Q31   Q28    o26/  Q25
Q23
           O22
             D27    o29   a33   n33
                                    9
                                O33™  p32   Q35    O35
                                - "10
                                Q30    C329   o30    Q30
                       028    o29   Q37
                                                                      023
                                                                      022
                                                                                Q23
                                                         025
                        D22    023
                                                   D25    O24
                                                       024   023
                                          D22    021    D21
                                                                         YMIN = 10.9
Figure 8-1.   Corrected 5-year  average COM 2.0-modeled PM,n concentrations  (yg/m3).
                                             -86-

-------
of the example urban  area  would require the  calculation of  2.6  x 109  hourly




concentrations.   This  estimate  is based on five years  (43,800 hours)  of RAM




modeling  for 550  sources  and  107   receptors.   In  general,  only  a  minute




fraction of  these  predicted concentrations will exceed  the  NAAQS.   Therefore,




a modeling approach which  identifies  the elevated predicted  concentrations  as




reliably as  a comprehensive analysis  but  in a more  computationally efficient




manner, has the potential for providing substantial cost  reductions.   Any such




efficiency modeling  approach would have  to rely on  some subset  or  sample of




the populations of 43,800 hours, 550  sources and 107 receptors.




    Two general  types of  sampling  could be  applied  to  form a subset  of the




hours,  sources  and receptors populations;  probability  sampling  and  directed




sampling.   Probability  sampling is  best  suited  for  determining typical  or




average  properties  of  a  distribution.   However,   identifying  the  elevated




concentrations  is  a  search  for outliers or  the  upper  tail  of a distribution




and  therefore,  probability  sampling  is  an  inappropriate  basis  on  which to




design an  efficiency  modeling  approach.  On the other  hand,  directed sampling




does  have considerable  potential with respect to  efficiently   defining the




elevated  concentrations.  Therefore,  a directed modeling  efficiency analysis




was developed, tested and used for the example urban area.




    The  RAM  model  efficiency  analysis  was  performed  in  four steps  (see




Figure 8-2).  The  objectives of  the  first three  steps were to  1)  identify




potential  receptors  in excess  of the NAAQS,  2)  identify  critical  days of




meteorological data,  3)  define  NAAQS  exceedance area boundaries  and  establish



design concentrations.




    In the first step  of this  analysis, the full inventory  of 550 sources was




modeled  using the 36  days of  hypothetical  meteorological  data  described in




Section   8.3.2.    The  model   results   provided   maximum   1-hour   average




concentrations at  a  grid of 95 receptors which were  selected because  they were
                                      -87-

-------
                            RECEPTORS  IN AREAS POTENTIALLY
                            IN EXCESS  OF THE NAAQS
                            IDENTIFIED BY ANNUAL MODELING
                            OR NONATTAINMENT
                            PROBABILITY ANALYSES
            CLUSTERS OF
              SOURCES
           (COMBINED POINT
             SOURCES)
     STEP 1
IDENTIFY  CLUSTERS
   OF CRITICAL
    RECEPTORS
                ALL
              SOURCES
                               HYPOTHETICAL
                               METEOROLOGY
                             5 YEARS OF
                            METEOROLOGICAL
                                DATA
                                        STEP 2
                                   IDENTIFY CRITICAL
                                    METEOROLOGICAL
                                       ' DAYS
                                       STEP 3
                                 DEFINE BOUNDARIES OF
                                  AREAS IN EXCESS OF
                                   NAAQS AND  DESIGN
                                    CONCENTRATIONS
                                ALL
                              CRITICAL
                             RECEPTORS
                                       HOT SPOT
                                       RECEPTORS
                             5 YEARS OF
                           METEOROLOGICAL
                                DATA
                                        STEP 4
                                        CONFIRM
                                        DESIGN
                                    CONCENTRATIONS
Figure 8-2.   Directed  Modeling  Approach  for 24-Hour Average Design  Concentrations.
                                                  -88-

-------
within or near the  area predicted by  CDM  2.0 to  be in  excees  of the  NAAQS.




Estimates  of maximum   24-hour  average concentrations  were  then obtained  by




multiplying the maximum 1-hour average concentrations by a factor  of  0.4 (U.S.




EPA, 1981c).



    Based  on  an  NAAQS  of   150  ug/m3   and  the  maximum   24-hour  average




background  concentration  of  68  ug/m3,   potential  nonattainment  areas  may




exist  wherever  24-hour average  modeled impacts  exceed  82   ug/m3.   Potential




receptors  in excess  of the  NAAQS  were therefore  defined as those  receptors




where   the  maximum   1-hour  average   concentrations   exceeded  205   ug/m




(82/0.4).   Based  on these  assumptions,  the initial RAM  analysis results were




used to identify areas where additional receptors were  needed to establish the




boundaries  of  the  potential nonattainment  area.   A  total  of  38  such receptors




were  required  to complete  the RAM modeling  with hypothetical  meteorological




data.




    The  results of  Step 1,  the hypothetical meteorological data modeling, are




shown  in Figure 8-3.   The  figure  shows  the entire 133  receptor grid and the




maximum  1-hour average impact  at  each receptor.   The figure  also  shows  an




isopleth  line  depicting the  areas  where  a  150 ug/m3  24-hour  average PMio




NAAQS  may be exceeded.  In Figure  8-3,  there are  three  hot  spot areas where




maximum  1-hour  average  PMio  concentrations  are predicted  to  occur.   These




three  areas are  the same as  those  predicted by  the CDM  2.0  modeling analysis




(northeast, central, and southern hot spot areas).




    The second step in the  RAM model efficiency  analysis  focused on the  three




hot  spot  areas  discussed  above.   Within  each of  these areas,  a cluster of




approximately  20  receptors was  selected for  further RAM modeling.   For each




cluster  of  receptors, the  25 combined  point and 25  area   sources  with  the




greatest   impact  potential  within   the  cluster  were  identified.   For  the




combined  point  sources,   impact potential  was  determined  as  a function of
                                      -89-

-------
                      Open rectangles enclose hot spot receptors.
                      Solid squares indicate monitoring sites.
      YMAX - 39.5
                                                                Q1S0 0190 0192 0200
                                              a 194
                        0169 Q185 Q186 Q184
                      0168 Q154 0179 Q164 Q190 o207 jarf83 D247 D252
0149 D191
                          0217 o181 o187 Q192

                          7
                                                                          Q144
                                                            O232 Q256 Q223 Q185 D177
                                         D182 0240/0214 Q185
                                           J33610)

                                     196 Q414 Q369
                                          J5
                                           0257 n681 o327 dj90

                                         9    17
     D168 0175 0169 D164 o207 o193 0187 o2^b O254 o683 Q292

                                       "10
         OlTB o175 Q172 g207 Q201 o266 o210 Q191 o246 o235 o22& o179

                                                  205
         0170 0167X0229 O212|o25ll Q187 Q232 D26/4 Q168 o160 Q174 o195

            oO^            *^
     D189^0<97 0252 O228 O212


0180 W212 Q254 0204-B396 C
                                    Q195 O204 o198 Q193
                                                                        YMIN =6.5
Figure  8-3.   Maximum 1-hour average RAM-modeled PM,   concentrations produced  using
              hypothetical meteorological  data
                                           -90-

-------
emission rate,  distance from the receptor and stack height.  The selected  area




sources were those enveloping  or nearest the receptors.   RAM modeling analyses




were then  performed  for each  of the  three groups  of  sources  and  receptors




using all five years  of meteorological data.  Based on these analyses, the 120




days that  produced  any of  the  five  highest modeled  24-hour  average  PMio




concentrations were defined as  critical days of meteorological data.




    The third  step of the  RAM model efficiency  analysis  was performed  using




the 120 critical  days of meteorological data identified in the first two steps




as well as  a  limited number of  receptors and  all 550 sources.  The  receptors




included the  three clusters of receptors  discussed  above plus an  additional




15,  which  were   placed as  needed  to  establish the  NAAQS  exceedance  area




boundaries.




    Figure  8-4 shows  the  6th  highest  24-hour  average  PMio  concentrations




calculated  by  RAM at the grid  of  77 receptors using the  120  critical days of




meteorology.   The figure  also  shows  isopleth  lines drawn  to represent  the




NAAQS   exceedance  area   boundaries.    Based  on   a  24-hour  average   PMio




background  concentration  of  68 ug/m3,  the  isopleth  lines  on  Figure  8-4




show the spatial extent of the 24-hour average PMio nonattainment areas.




    Figure 8-4 shows  three hot spot areas in excess of the NAAQS.   These areas




are  the  same  as  those  identified  in  the  first  step  of the  efficiency



analyses.   Hot  spot   receptors  are  evident  in  each  of  the  three  NAAQS




exceedance  areas  shown  in  Figure  8-4.   In the northeast  and central hot spot




areas,  the maximum modeled  24-hour average  PMio concentrations  are  120 and




89  ug/m3,  respectively.    In  the  southern  ,,hot   spot   area,   two  maximum




concentrations, 163 and 518 ug/m3 are apparent.




    To  evaluate  the  reliability of  the  directed modeling efficiency  analysis,




a  comprehensive  analysis   was  conducted using  the  RAM  model   to   calculate




concentrations at the  40  receptors within  and surrounding the three hot spot
                                      -91-

-------
                     Open  rectangles enclose hot spot  receptors.
                     Solid  squares  indicate monitoring  sites.
         TMAX - 33
                       062    Q67
                              D72
              Q75
     H4

     i
                 061
          064    068     069    Q71    074


                                   5_
                    079    076
                 O61    Q71    Q70    Q72    D74     Q74
   068    Q77
                                            077     o78
                                  16
   072    071     Q90    Q79    o80    o72
                           D74    Q67
                                                                       D/3
          G68    Q73
                | 089 |

                  4
D80    Q76    O70
          O63    O68    O72    D81    Q79    08!     D78
                 065    063
                       063
                              060
                                     074
                                     076
                                     067
                                     Q70    Q69
                                                                        YMIN * 11
Figure 8-4.
Sixth highest  24-hour average RAM-modeled PM,Q concentrations  produced
by 120 critical  days of meteorological  data wnich were selected by
modeling source  groups and receptor clusters (ug/m3).
                                            -92-

-------
areas shown in Figure  8-4.   This modeling was performed  using  all  five  years




of  meteorological  data  and  all  550   sources.   The  comprehensive  analysis




confirmed the boundaries of the NAAQS exceedance  area produced by  the directed




modeling  approach and  the magnitude  of the  sixth-highest concentrations  at




three of  the four  hot  spots shown  in Figure  8-4.   A  larger  sixth-highest




concentration was  obtained only  at the northeast  hot  spot receptor,  and its




value   was   126   ug/m3   versus   the   120   ug/m3   calculated   previously.




Therefore, the directed  modeling approach  produced definitive  estimates of the




NAAQS   exceedance   area   boundaries   and  the   maximum   locations   of   the




concentrations needed  as  design concentrations  for  the  24-hour  average  PMio




NAAQS.  Since the first three steps in the directed  modeling approach slightly




underestimated the  sixth  highest  concentration at  one  of  the  four  hot  spot




receptors,  the  final  step  in  any directed  modeling  analysis   must  be  the




confirmation  of the  design concentrations  at the  individual hot  spot monitors




using all  five years of meteorological data.




    On  the assumption  that emission reductions which produce concentrations at




or below the  NAAQS at  the  hot spots will also produce  attainment  at all other




receptors,  the  four hot  spot concentrations plus background  were assigned as




the design concentrations for the 24-hour average PM10 NAAQS.








8.6 Control Strategy Selection




    The  design concentrations developed in the  previous  section  indicate that




there  is  a  PMio nonattainment  problem  for  both  the  24-hour  and annual




averaging  periods.    Integrated  planning  is  required to  develop  control




strategies with   respect   to  the  two  averaging  periods.    As  discussed




previously,  the  controlling  standard is that standard for which the greater




emission reductions are required.   The  controlling standard cannot  be  reliably




established  until control strategy  testing  is  performed.   However,  for  the
                                      -93-

-------
purpose of  control  strategy  development,  a  tentative  determination  of  the




controlling standard was  obtained  by compiling  source contribution  listings




for each  averaging period  at  the  four  critical  receptors.   Based  on  these




listings,  proposed control  strategies were  derived by focusing on the  sources




and source groups  with  the largest  percentage  impacts  and greatest  potential




for emission reduction.




    Tables 8-1  to  8-4  present  the annual  and  24-hour  average  PMio  source




contributions,  proposed controls,  and  controlled  contributions  for  the  four




critical receptors identified  in  the  example  urban  area.   Table 8-1  pertains




to  the  northeast hot spot receptor and  shows  that nearby area sources  and a




coke production  plant are  the  largest contributors  to  the annual and 24-hour




nonattainment problems  at  this site.   The table demonstrates  that the controls




required to achieve  compliance  with the  annual  standard equal or  exceed those




required for  the 24-hour standard.   Therefore,  the annual standard governs the




controls  required at the  northeast hot spot  receptor.  The  proposed control




strategy  includes emission reductions of 75  percent at the coke plant and 25




percent for area sources.   The proposed area source emission  reductions could




be  provided by  implementing a variety of control measures including 1) street




sweeping;  2)  limiting  track-out  from  construction  sites;   and  3)  paving




frequently traveled  unpaved roads.




    Table 8-2 shows  that nearby area sources are  primarily responsible for  the




annual  and 24-hour  concentrations  in excess  of the NAAQS at the  center  hot




spot  receptor and that as above,  the  annual  standard dictates the  level of




required  controls.   Most of the area sources will require the same  25 percent




emission  reduction as was  needed for the northeast  hot spot  receptor  with  the




exception  of  area source   145 which  surrounds  the  center receptor.   For  this




area  source,  a 60 percent reduction  in  impact  is  required.   While  attempting




to  develop control  measures  to achieve  this large  reduction,  three  unusual
                                       -94-

-------

































1
OO
UJ
_J
m
<
»-










































•
V^
z
o
t-
oe.
\- oe
z o
UJ 1—
u o.

o u
<_) UJ
QC
IS t-
K£
UJ I/I
a
UJ O
Of t-
UJ I/)

< UJ
ae t-
§§
z z
«• UJ

>-
a
z ae
< o
u.
< t/1
3 UJ
Z 1-1
Z O
< UJ
t-
Ul <
X OS
K t-
V)
o
I- _l
1/1 2
Z H-
O Z
PS
m a
1-1 UJ
ae t/i
»- o
z a.
SS
a.
UJ
I*

IE













i/i



0
K
U
Ol

^

t
a
X
i
^
(M

^j
111
U
£
O
Z
£

X
i/i
X
a:



C
•o o
»
V. -^ 01
4J U ^
C *J —
o c
U 0
o

•o i/i
OJ ^«
 =
u c ^
c o
3 
•eS
01 •«-
O J3 E
U H- ^
jj u a
C *> =
0 c —
U O
u



•o vi
OJ •-
VI O
Si
o e
u o
0. U

I/I
•o c
•o 01 o

*J r— *J
 0>
« u C 5
<_) C 0 ^
3U

VI
at u
U 01
M
o 3
M Z


ai
U VI
Jo.

H-





OO ^ ^ 00 fH «*>
"~ 1









f\
t








vo « 
0
4J
3
3
O
U
Ot AJ
-X C
U •»-
10 o
CO 0.
     i  LO p^ o
                 =1
  i  i  in tsi i
   i  i  <« a\ f—
                 *l    s|     5
                               oo

                               eo
  m in in ui m
  oj  o    4J   te
  	„    o   ,,
                                          u
                                          3


                                          1
                                          a.
-95-

-------





































f^
1
00
UJ
<
^













































•
VI
z
o
HI
f~
ce
t-
x ce
Ul O
U K
Z CL
O ui
O U
z ce
O
l-C I—
IO O
Q (/I

Ul t—
oo
< X
ce
ui ce
> UJ
z
DC U
=30
O
I X
w i—
CM
ce
0 0
z u.
I/I
_J Ul
< HI
Z Ul
Z I-

ce
UJ H*
X l/>
1-

es
j_

m
t- a
3 UJ
CD 
(M
t/1
OJ
£
a
X
i

X
.*—
^

i
ce













41
O
id
4)
>
<
1_
R
41
>
1
in
o

CM
i
(J





















I/I
C
TJ O
41 f ^

'•- 3"e
o a \
ill
C J-> —
o c
U 0
u


•O (rt
41 r-
VI O
O V.
O C
I- O
o. o


VI
•o c
41 O
f~ ^J '•^
O 3"
U J3 £
4J — <
c u oi
o ^> ;:
0 C ~-
c o




i/i
c
•a o
*I1 —
Sf"^
*i u S
o c •£
u o
o


•D V>
Ur-
vi a
o u

o c
U 0
a. u


vi
•o c
•0 41 O

IB O 3n
U U JS g
-? IB S
m u c — '
u e a
= 0


M
41 U
U 41
11
z




4)
U VI
U 41
3 ex
o >>







ao *— fiinaoii! KOICMI »—
\O CM CM i i i •— inl ^









i 4) X H ** ' i i **l »<1 '
i c in in m i i t mj ml i
O CM CM CM CM! CM)
Z








\O CM «** i t i CMI an m
1 1 ^™









o Ch i^neorx^r-jr-j o
in m -- *B o o CM eJ -4 e
CM i-j CM| m










I 41 !»<»*»<»«»< MM I
i c i in o in in in 10! inj i
O CM M3 CM CM CM CMJ CM|
Z





o on iiAf^o^ao ^l*?] ^
to «n ^ in — o CM rJ kcJ *
«M f •—)«•>( ID





^
1 T- CM «•«•«• \O IO w (8 •
< ^. o ^
4J
3
(/I
•o
O

Ok 4,)
^w c id
U •«- 41 ^>
SO k. f-
0. < <
-96-

-------






•
CO
1

t- ae
< o
ae t-
h- a.
Z UJ
UJ <_)
(_) UJ
z ae
O
o t-
zS
O I/I
t/i H-
ui o
a x
UI Z
O oe
< UJ
ae z
UJ h-
> S

trt
ae
3 ae
o ui
z a.
i a.
« 3
0 Z
ae
-1 O
3"
Z I/I
Z UJ
* 3
UJ UJ
Z 1-
ae
o t-


1/1 -j
SS
M (-
K Z
3 O
2°
ae a
K- UJ
Z 01
o o
u a.
UJ K
II Q^
£
s a
0 Z
a
s
























01
a
1C
u
01

"*
^,
™
c
z
1

~
V
Ol
n
c
1
^
*
I/I
I
<
K











01
C
^
01
j
u
n
Ol
i
ui
a

CM
V
2
^




























VI
c
•o o
Ol •*• -^
il^
i r '

C ^J —
0 C
U 0
U



•O vt
01 f—
VI O
at
eg
a. u
VI
-o c
01 O
"3 3"
t£ E
C v. at
0 « 2
0 C —
c o







T,S
£5 -v
a u n
§4J Z
C ->
u o
u

•0 VI

 Z







01
U VI


O X
ai«- «ni«-ii *1'~( "
\O rt ^ 1 \O 1 ' ' 1 ^"1 ^
1 1 ~ -










i o o i i uiiunii UT( S3 i
\O v<9 1 N (M C\4 Nl





CO VOV0IO «tlv0ll UTI «r) IM
v0 f^ f^ 1 ui i ii 1 ^"n rt
1 - 1 1 «M











r« 10 aa ~ loooaooo r oovflla o fM o o ON «j r^









i MM oj i i ** ** M M M M i
i va«a q i iinuiminuil it i
O\ O> ^ fM »M CM fM >•
•BO U i-
aa Q. < <
































































Ol
c

•o
c
id
z
01
o

c
o
u


<
-97-

-------




.
t/»
z
o
h-(
^ tt
< 0
CK t-
i- a.
Z Ul
Ul U
<_) U
8"
O t-
o
O co
CO f-
Ul O
a x

Ul Z
0 ae
< Ul
ae x
Ul t-
^ ^3
< o
CO
ae
3 ae
CM
Ul
O X
Z t-
ae
-i a
< u.
3
Z CO
Z Ul
u
Ul Ul
ae
O K
*- CO

CO -I
38

1- Z
3 a
a u
ae a
h- ui
Sco
0
U a.

i! °-
§i
CO <

o

iE





















OJ
o
10
01

^

^
c
x
1

CM
V!
Qi
^
a
i
f
^i
x
CO
4
ae











01
a
ca
u
01
>
<
1_
(O
01
>-
1
in

e
CM
E
c


























c
•o o
01 f ~~
IP
*j ^ S
C JJ —
o c
0 0
u


13 in
01 •—
in o
0 1.
a •&
o c
1- O
a. u

in
•o c
01 O

S-O'E
*j f ^
C U 01
O -J -
0 C —
c o
3<_>


in
c
•o o
01 *^
O J3 E
«. -^ -V
*J U ra
C *J _
0 C ~
U 0
u

V in
01 r-
VI O
Si;
o c
u o
a. u

•o c
•o oj o
01 r- — ->

* *O 3 E
<• c ^ S
r- a *• ~-
IO 0 C
u c o
30



in
0> L.
U 4)
3 E
0 §
z






«l

g^
^
(/) h-




KO iiiiii i i i— | m i fsij v v









\ iiiiiiv0\0vOvOi^O^*9< C] i linui m in! i







eo iiiiiivO\o^^-iirjr*i ON ui i CM ^- r^| coi so
vO iiiiiimfo^r^-ivcsii ^ ^ i ^- <*Mm| ao
— — 1 *• 1 1 in







•

— — — — — —— CMCM — •— p-cnn— ON a* o^r^in inj voi in
in vvv vvoleOfM— ON* oo










I M *«»« M »«>«»* X »*»« M M M M g I J$**J? J5 J3 !
ON(J>OO>a»a>CT> o CM CM CM CM! CM!






ocMC^cj\a>an— ON ^- «• « r> rs •— j CM
in CM •— •— CM invcMCMCMaoao>— MM •— « CM CM! ON in
«M | in »H >H O">







U t-
01 at

o o
*> jj
^ a
CO CO

j;

g
u
a 4J
j< C J
c
ra
•a
L.
ca
w
0)
ae
in 01
JJ U
C •«-
|u.
C
Ol 1
a! a
c

*j
Ol 4?
Z co
>- X
10 C
u O

1z
S. C
u <

< a
-98-

-------
characteristics  of  this   area  source   were  identified.    These   unusual

characteristics are discussed below.

    The three distinguishing features  of area  source  145  are:


    1) The center hot spot  and monitoring site 4 are contained within  the
       area   source.    Site   4   was   the   site    where   the   greatest
       overpredictions  of  measured concentrations  were  obtained in  the
       model evaluation analyses.

    2) The emission rate for  this  area source was  a  factor of two greater
       than the next largest  area  source in the inventory.  A high  level
       of  construction activity  associated  with  this  area  source  was
       responsible for the  elevated emission rate.

    3) The emission release height  modeled for this  source was  found  to
       be too low for the  types of  emissions in this  area source.


Upon  further  investigation,  the construction activity emission rate was found

to  be in  error and  was  corrected.   In  addition,  an  appropriate  value  was

inserted  for the  release  height.   These  changes  together  with  a  25  percent

emission  reduction for this  area  source  provided  the necessary 60  percent

impact reduction at the center hot  spot due to area source  145.

    Table 8-3 shows that an iron ore handling facility and nearby area sources

are  the  primary contributors to concentrations in excess  of the  NAAQS at the

upper  .southern hot spot receptor  and  that  the required  emission  limits  are

those  associated  with the  annual standard.   The  proposed control  strategy

includes  emission  reductions  of 96 percent  for the  iron  ore facility  and 25

percent for area sources.

    Table  8-4  shows  that   the  three  source  types  primarily responsible  for

concentrations  in  excess of the NAAQS  at  the lower  southern hot spot receptor

are  a chemical manufacturing  plant,  an antimony  smelting and fire retardant

manufacturing  facility  and  nearby  area  sources.    For   this   receptor,  the

24-hour  and annual standards  require the  same levels  of  emission controls.

Specifically,  emission reductions  of  96  percent for the chemical plant and
                                      -99-

-------
antimony facility  are  proposed together  with 25 percent  reductions for  area




source emissions.








8.7 Control Strategy Testing




    To provide  an efficient mechanism  for testing  the  above  set  of  control




strategies,  the  following  plan was developed.  The control strategy  testing




modeling was performed using an "impact  offset"  approach in which  the  sources




with  proposed  controls  were modeled in two configurations  simultaneously.   In




the  first  configuration,  the  sources under  consideration  were  modeled  with




negative  emissions  to  reflect  uncontrolled  conditions,   and  in  the  second




configuration  these  sources were modeled with positive emissions  to  reflect




proposed  control   conditions.   The  modeling  results  thus provided  the  n.et




negative change in impacts  produced by the emission controls.  These  negative




impacts  were then summed with the uncontrolled impacts calculated previously




for-all sources.




    The  COM  2.0  and  RAM  dispersion  models  were  used  to  estimate  PMio




concentrations at  all  the receptors in the area in excess of the  NAAQS shown




in Figure  8-4.  All five years of meteorological data (1980 to 1984) were used




in this  modeling.   When  the  results of  the  RAM and CDM   2.0  modeling showed




continued  nonattainment at  the  hot  spot receptors, further control  measures




were  developed.   The RAM and  CDM 2.0 modeling  was  repeated until compliance




with  the  24-hour  and annual  average  PMio  NAAQS  was  achieved  at  all  the




previously identified receptors in excess of the NAAQS.
                                      -100-

-------
9.0 INDUSTRIAL SOURCE EXAMPLE




9.1 Introduction



    This section describes an  example  SIP development  process  for a monitoring




site located  within an  industrial  area.   Measurements  at  this  site  clearly




demonstrate  exceedances  of   the   24-hour  and  annual   average   PMio   NAAQS.




However,  the  causes   of  the  elevated  concentrations   of   PMio  and   the




corresponding  control  strategy  are not  as  evident.   Based  strictly  on  the




emission inventory, a  large  steel  mill and traffic-generated  resuspended  road




dust   appear   to   be   potentially   large  contributors   to  observed   PMio




concentrations.  However,  the  level  of  confidence associated  with  emission




inventory-supplied  source  contribution estimates is insufficient  for reliable




control  strategy development.   Therefore, an  investigation,  which  included




data collection  and modeling efforts,  was conducted in order  to  apportion the




source  impacts  with  the  level  of  confidence  necessary  for  making  control




strategy decisions.




    The  industrial  site  PMio  SIP  development  example  presented  in  this




section  was  compiled  primarily from  experience  gained  from working on  an




individual site.  The  location of  the  site is unimportant  to  the objective of




the example and  is therefore not identified.  In addition, the data base used




for this example was modified to better illustrate the SIP development process.








    9.1.1  Overview of the Source Apportionment Study




    A  combined receptor and  dispersion modeling study was  implemented with the




objective  of  identifying  and quantifying the  impacts   of the  sources  which




contributed  to  the  violations  of  the PMio NAAQS  recorded at the monitoring




site.   To  supplement  the  emission  inventory  in   providing  a  basis  for




completing  the  data  gathering  efforts,  pollution  concentration  roses  were
                                      -101-

-------
prepared using the two most recent years of  data  for the eight TSP monitoring




sites   located  near   the   PMio   monitoring  station.   The  pollution   roses




indicated that the major sources of TSP were located in the quadrant  south of




the  PMio  monitor.   This suggested  that  additional  emphasis  should be  placed




on characterizing steel mill  related  contributions because the  steel mill  is




the  largest  source of  particulate  emissions located nearby  and south  of the




monitoring site (see Figure 9-1).








    9.1.2  Data Collection Tasks




    This  section  describes the data  gathering tasks which were conducted in




order  to  satisfy  the  input  requirements  of  the  receptor  and  dispersion




models.   The starting  point  of  the  data gathering  effort was  reviewing the




available  data   which  consisted  primarily  of:  1)  ambient   PMio   samples




collected  for  one-year on an every  sixth  day  schedule  using quartz  fiber




filters and a SSHV sampler; and 2) hourly measurements of wind  direction, wind




speed  and  temperature at the  PMio  monitoring  station.   In  addition,  for




one-month  a  dichotomous sampler was  in  operation  at  the monitoring  site and




collected  several  24-hour  coarse  and fine fraction samples on  Teflon filters.




The  results  of the  PMio  monitoring program provided an  annual average PMio




concentration   of   65  ug/m3   as  well  as  six  exceedances  of  the  24-hour




average PMio standard of 150 ug/m3.




     The  initial data collection effort performed  for this  investigation was  a




site  visit to  compile  a  microinventory  and  obtain bulk  samples  from  local




emission   sources.   The   results  of  the  microinventory  were  combined  with




published emission factors  to  calculate  emission  rates  for   input   to  a




dispersion model.




     As part  of the site visit,  bulk  samples  of material  were collected  from




six  sources in the general vicinity of the site  which had been identified as
                                      -102-

-------
Numbers represent fugitive
dust volume  sources.
                                  PAVED STREETS
                                  UNPAVED AREAS
                                  COAL STORAGE PILES
                                  RAILROAD TRACKS
1/4 MILE
                                                        4OO FT
                                                                SCALE
   STEEL  MILL
      Figure 9-1.   Schematic Diagram of the Industrial  Source Example  Study Area.

                                      -103-

-------
potentially  important  contributors to  PMi0.   The sources  which were  sampled



included: a  steel mill  (blast  furnace,  coke oven, and  basic oxygen  furnace);



two road shoulders  (one near the  monitoring  site and one near  an  inoperative



lead plant); and an agricultural processing plant (potash, corn  gluten  pellets



and soybeans).   For  each sample  an aliquot  was then aerosolized in a  dust



chamber  and  collected onto a quartz filter by a  SSHV sampler and  onto  Teflon



filters by a dichotomous sampler (U.S.  EPA, 1984b).



    Application of receptor modeling required the chemical  characterization of



the source  and  ambient  samples.  Analysis costs  limited  the  number of filters



which could  be  analyzed.   The receptor model  input  requirements mandated the



analysis  of  all the  resuspended source samples.  Two subsets  of  the  ambient



filters  were  selected  for analysis.   Subset  A contained the filters  from 20



sampling days which were  selected to be  representative  of  the  annual  average



conditions   at   the   monitoring  station.    The  average   PMio   concentration



calculated  from the  filters  in subset  A was 67 ug/m3, which compares  well



with  the  annual   average  calculated  from  all  the   filters  (65  ug/m3).



Subset  B contained the samples from the six days on which exceedances of the



24-hour  average  NAAQS  «rere  recorded.   This subset was chosen to guide control



strategy development related to the 24-hour standard.



    Two  multi-elemental characterization techniques were  applied to the source



and  ambient  filters.   X-ray  fluorescence (XRF)  was performed  on the Teflon



filters  and Plasma Emission Spectroscopy  (PES)  was  employed  for  the quartz



filters.  The  elemental  carbon  content  of  the  samples  was   determined  by



optical  attenuation.  In addition  to the chemical characterization procedures,



optical  microscopy was applied to several  of  the  ambient samples.   Optical



microscopy,    which   provides   reliable   particle    identifications    and



semi-quantitative  source  contribution estimates, was used as a  QA  check on the
                                      -104-

-------
receptor modeling source identifications and to aid in  the  receptor/dispersion

model reconciliation process.



9.2 Data Preparation

    9.2.1  Dispersion Modeling Data Preparation

    The inventory of  all  the  point sources in the two counties surrounding the

PMio  monitoring  site was  obtained  from  the State  agency  responsible  for

local  air  pollution control  regulations.   A  total of  882 point  sources were

included in the inventory.  In order to reduce the point source  inventory to a

more manageable  size,  the following set of emission-size versus distance from

the receptor criteria were developed:
          Distance  (Kilometers)

                 <5.0
               5.0<10.0
              10.CK20.0
                 >20.0
Emission Rate (grams/second)

          >0.01
          >0.1
          >1.0
          >3.0
Application  of  the above  criteria  on a  composite plant basis  resulted in an

inventory of  140  point  sources for input to  the  dispersion model.   The point

source  inventory  was  modified for use  in modeling  PMio impacts  by applying

source  specific  PMio/TSP  emission  ratios to  the TSP  emission  factors which

were originally contained  in the inventory.

    The State inventory did not contain area  or  fugitive dust  sources.   As a

partial solution  for this deficiency,  the fugitive  dust sources  compiled in

the  microinventory  were  included  as  volume  sources  in  the   input   to   the

dispersion model.  Emission rates  for the fugitive dust sources were estimated

with respect to PMio emissions (see U.S. EPA,  1985a and 1986c).

    The  hourly  wind  direction,  wind  speed,  and  temperature  measurements

collected  on-site were  used  directly  for  model  input.   Also  required   for
                                      -105-

-------
iispersion modeling were Pasqui11/Turner atmospheric  stability data and mixing



height  estimates.   The  calculations  to obtain the  stability data used  for



model  input  were  performed with  the CRSTER  preprocessor program using  the



on-site wind  speed measurements in  combination with  ceiling  and  cloud cover



data  obtained  from  the nearby  NWS  station  as well  as  the  latitude  and



longitude  of  the  PMio  monitoring  site.   Mixing  heights  were  calculated  by



applying  the  CRSTER  preprocessor  to  NWS  data  from  the  nearest  surface  and



upper air stations.



    For this  study, background concentrations  were defined as  that portion of



the measured  ambient  levels that  is not attributable  to emissions  within  the



study   area.    To  estimate  the  appropriate  background  concentrations,  a



pollution  rose  was developed using data from  TSP monitoring  stations located



outside  the  study area.  Data were  used only from the  days having persistent



winds  blowing into the  study area from the direction  of the background  TSP



stations.   An  annual  average   TSP  concentration  of   26   ug/tn3   can   be



attributed to  sources  outside   the  study  area.    Application   of  the



site-specific  PMio/TSP  ratio  (0.57)  yields  an  annual  average  background



PMio   concentration   of  15  ug/ra3.    In  addition   to   the  annual  average,



background concentrations were also estimated as a  function of wind  direction



for use  in the  24-hour average modeling.








    9.2.2  Receptor Modeling Data Preparation



    Receptor  modeling  was  performed  for  this  study using the  Chemical  Mass



Balance  (CMS) model (U.S.  EPA, 1987c).  The CMB model  requires  an input  file



containing the measured  ambient  concentrations  of  the  elements for  which the



samples were analyzed.   This requirement was  fulfilled by  transforming  the



results of the ambient filter analyses  into the  format specified by  the CMB



model.   In  addition,  the  CMB model requires  a file  containing  the  source
                                      -106-

-------
compositions reported  as  the elemental  mass fractions.  A  source  composition




file in CMB  specified  format was compiled.  The  file  contained the  elemental




composition  of  the resuspended  local  sources as  well as a number  of  source




profiles which were extracted from EPA's Source Composition  Library (U.S.  EPA,




1984a).








9.3 Model Evaluation Analyses




    9.3.1  Dispersion Modeling Procedure




    The  Industrial  Source Complex  Short-Term  (ISCST)  model  (U.S.  EPA,  1986d)




was used  for this  investigation.  ISCST was used  because  it is applicable  to




industrial  sources  and  it  contains  several  features that  provide  increased




efficiency to the source  apportionment  process.   Two  of the  features of ISCST




which   proved   to  be  advantageous   were  its  ability  to:   1)   model   the




microinventoried fugitive dust sources as volume sources; and 2)  calculate the




combined  impact  for selected groups  of sources.   This  latter feature greatly




decreased the manipulations  which were  necessary  to  transform  the dispersion




and receptor modeling  results into a format which provided a logical basis for




comparisons.   Values   for  the  user-selectable  parameters  of   ISCST  were




determined  in  accordance with  standard regulatory  practice (Guideline  on Air




Quality Models (Revised),  (U.S.  EPA, 1986b).




    The  emission inventory  was  used  to develop a  tabulation  of  the types of




materials emitted by  each source.  The many  types of emitted  materials  were




then associated  with  one  of twenty general categories because ISCST  is  limited




to  predicting  impacts  for a total  of  twenty source groups.  Each of the  140




point  sources  and  25  volume sources  was assigned  a code  corresponding to  one




of the twenty categories.
                                      -107-

-------
    9.3.2  Receptor Modeling Procedure




    Two  receptor  oriented  approaches  were  applied for  this study:  the  CMB




model  and the  optical  microscopy  technique.    CMB  modeling  analyses  were




performed  on  the filters  contained  in subsets  A and B  described in  Section




9.1.2.  The modeling procedure consisted of obtaining a "best" fit  solution by




systematically adding and  removing sources and elements from  the  mass  balance




calculation in accordance  with the   Protocol for  Applying  and  Validating the




CMB Model  (U.S.  EPA,  1987d).   Termination of the  iterative  fitting process at




the "best" fit  solution was  determined on  the  basis of a  series of  summary




statistics reported by  the model as  well as the analyst's understanding of the




airshed.




    Two  SSHV  samples,  two coarse  fraction dichotomous  samples and one fine




fraction  dichotomous  sample underwent  optical  microscopic analysis  to  confirm




the  CMB  source  identifications.  In  addition,  the results  of  the  particle




counting  performed as part of the microscopic analysis were used to calculate




semi-quantitative source contribution estimates.








    9.3.3 Comparison of Receptor and Dispersion Model Results




    The  source contribution estimates provided by the CMB and ISCST models for




subset A  (annual  average) and subset B  (samples  violating  the 24-hour  NAAQS)




are  compared  in Table 9-1.  The  results  of the two  models  display reasonable




agreement in two categories:  1)  the background  estimates  used  by ISCST  are




approximately equal to the secondary sulfate  values estimated  by  CMB;  and  2)




resuspended  road dust  is   listed as a major  source of PMio  by both  methods.




In addition,  the  similarities  and diff erences''between  CMB  and  ISCST  are




consistent  between  subsets   A  and  B.  Aside  from  the   relatively  few




 similarities  which have been  enumerated,  many differences  between the  CMB and




 ISCST  results  are  evident.    These   differences  were   examined  and  then.
                                      -108-

-------
                          TABLE 9-1

COMPARISON OF INITIAL EVALUATION RESULTS BY ISCST AND CMB FOR
                  SUBSETS A AND B  (ug/m3).
Source Categories
Oil & Gas Combustion
Wood-fired Boilers
Coal Combustion
Coking Operations
Blast Furnace
Basic Oxygen Furnace
Coal Handling
Agricultural Prod. Handling
Paint Production
Cement & Limestone
Sand & Bentonite
Aluminum Production
Zinc Processing
Oil Refining
Fertilizer
Tire Production
Motor Vehicle Exhaust
Road Dust & Soil
Secondary (NH4)2S04
Background
Total
Measured
Subset
ISCST
1.6
0.2
0.6
1.4
M
0.3
1.1
	
1.9
1.2
	
0.8
0.6
	
	
M
—
15.0
45.4
67.0
A
CMB
__ , 	 	
3.2
2.8
8.6
12.0
3.8
	
	
	
	
	
	
	
	
	
	
2.4
30.0
15.0
	
77.8
67.0
Subset
ISCST
2.0
0.8
1.2
4.0
J,oj
0.6
1.6
0.8
1.9
1.7
0.4
0.6
1.6
0.8
2.2
> 34.8 <
	
32.0
89.0
162.0
B
CMB
	 	
5.6
8.0
23.2
3.6
10.4
	
	
	
	
	
	
	
	
	
	
2.4
79.2
27.4
	
189.8
162.0
                            -109-

-------
reconciled following the  eight step procedure  described in  the  Protocol for

Reconciling  Differences  Among Receptor  and Dispersion  Models   (U.S.  EPA,

1987b).   In  the  following Section, the differences  between the CMB and  ISCST

source contribution  estimates  will be  identified  and  their reconciliation

summarized  on a  case  by case basis.  A  more  detailed description  of the

example can be found in the aforementioned protocol  (U.S. EPA,  1987b).



    9-3.4  Reconciliation of  CMB and ISCST Results

    Case 1:  A significant disagreement exists  between the CMB and ISCST
             estimates  of the coal combustion impacts.  What is the cause
             of  this   disagreement  and  how   can  the  difference   be
             reconciled?


    The first  step taken in  reconciling the  coal combustion  impact  estimates

was  to  review the ambient and source  composition data for errors  which could

potentially  invalidate the  CMB  results.   This  review  uncovered  no  obvious

errors in  the CMB  input data related to coal combustion.  The next step was to

examine the  comparisons between CM, CMB and ISCST which  are shown  in Tables

9-2  and  9-3.  These tables  show that  OM predicts coal combustion impacts in

reasonable agreement with CMB and larger than  ISCST.  The emission inventory

was  then  reviewed  with  respect  to  coal  combustion  sources.   The  review

identified four  major  coal  combustion facilities.   For the  closest  of these

sources to the receptor, the emission inventory  contained an erroneously high

value  for  the efficiency of  the  emission  controls.   A correct value  was

obtained and ISCST was then re-run with the corrected inventory providing much

closer agreement between CMB and  ISCST with respect to coal combustion  impacts.


     Case 2:   The  combined  contributions of motor  vehicle   exhaust   and
              resuspended  road dust,  as  estimated  by CMB  and  ISCST,
              disagree  by over  a factor of two.   What is the cause of  the
              disagreement  and how can the difference  be  reconciled?
                                      -110-

-------










1/1
J
a.
Z
•a:
GO

°
Z
a.

en
00
2

"
"~
ex
CO
0
t-

o

X
t—
ce
0
14.
in
>-

—^
VI
u
a

^j
UJ
a
s

•M
^O
OC
U
O-
 u. f- U
Ej a
g >
-3 X 00
(/) Z
VI I/to
c
o
... u
4J tV O U- —
 15 in
•a x o o •—
Z v, !tj b 2.
0,-.-
0 Z
c
o
••- -a vi
U i— U
0) 01 ra
a.-o a
vi o E
*- Z w
O









Ol t/l
i— X
41 ^~
0 0)
Z u
u
09 3
u«5i
>






x
a. i/i
o at
u -*•
VI U
o o
u a
u ot
Z «
u
10 
I/I U
u u
0) 3
..X O
V) «/)
0


lOMSIII'tf'lll11'1
icnvoiiiaoiiiiiii


L VO 1 1 VO 1 CM 1 1 1 1 1 1 1
lOOIlONlenlllllll
«n .—

IIOI*'*'.OIIIIIII
i lOjicMvotni i i i i i i
r— »—



OieOQ-vDCMIOOOl 1 1 •» 1
— i »r ui — zzinua. iiata
(_)<_)<- X0.4JXC
•e- I— 1— X C i-
i— t-za>« t— • ta « xg
01 a, . a, oj tauuE ia3
3 3 4J 4J 4J O 01 0. S r->—
U. U. I/I I/I (XI (J < «/l O (J <

VI
§ s

4J -a 01
VI O C
3 C C UOO)
•g o o a. vi *j 4J
8 13 L i- o y "c
u vi vi i i ia 3 E o
331 1 U -O ->- 4J
VI A -O 1 1 3 O -1 C
385' ' ^ij £|
•0 f^ U 4J C * *^
•— o to .x a> -giac3
•>-po o 4j oatiatvoiiar-
o5u <_)>V) >_> < a. u -j to <


IIIIIIIOOCMIOI
iiiiiiioinitni
"*"

i i i i i i 1001*1
1 1 1 1 1 1 1.— (Ml^l
CM

iiiiiiifl-tMimi
iiiiiiivinirvi
CM CM



I I 1 I I lOfMOOCMeni
t i i i i i»— (McninCMi
(M CM



1 1 1 1 1 ICMOa*TCMeni
1 1 1 1 1 ICMCMf^tniAl
.—


1 1 1 1 1 ICMOCMIV0I
i i i i i i en in •— i r» i
•* CM



x*9«cflCMIV.9l ICMI IO
CMftf'imiaoi irMi i--
cn en




T
4J O
vi co
3 CM
to -*
S, V
X •— X
1 1 1 1 1 1 1 UJ 1 X 1
1 1 1 1 1 1 1 4J 1 ~ 1
1 1 1 1 1 1 1 O) 0) I 1
Illlllli— OJIXI
•*- I- U
ft 4J 10
§1/1 -a
c
u o
*J (8 U
30) 0)
< Z (/I


I/I
4J
C C
EC O
o — •
A VI U I/I
ia u o in >—

u. <_> uj z vi
o
0) g *D <.<5 U
at u 3 c ai
C ••*• •" •*" I/I •<
i i i ^ i l k. v 2 1- i
i l i C i l ea X i
III-.-II -*-UUI
1 1 Itt-l IUUU-*-lOI
ai «••»-••- o> -o
ac u-u- u- o c
i— ia ea ta'o u
-.- u u u •>•- ai
O K »- I- ca cy>



VI
vi
VI X
i— i— X
U *•> 0) 4J
i- ia c u i i ii
E  u- eu -o i i 4J i i c
£ X 01 N O 1 1 VI 1 13
o u ac — u 3 o
0) •— a. o u
• C • i- Ol
cviulviuu ia u
*.**.O)^0)>*— ' O 10
N z ac z u. i- ac ca


.— i »*>• i i
r* l in i i
O^ vO

09 OO 1 II
OO O> 1 1 1
00 17*

U) 1 1 1 CM
en i i i en
ON V0
r—


r^ ao i ii
Ch O> 1 1 1
CfA QA



— 1 •«• 1 1
cn i in i i
ui to


VO 1 1 1 CM
en l i i en
•*)• vo
.^ »—


00 00 W CM CM
*— on in in en
o o> vO vO vO
.— ..— ^










i i l l i
i i l l i
i i l i i
i i i i i

















l l l i l
l l 1 l i
l 1 1 l 1
l l l l i

e

GL O
JjE
^£"X
a. a. o to
•o-o -o-o
0* 0> 0) 01
u u u u
f-3333
IO I/I VI VI VI
*> IO cO »8 IO
-111-

-------









































1

a
1- O
IO U
u in
•c. O
4-1 k.
a. u
O •£
X





c
o
••- -o
in oj
k. <—
OI 0
Q.TJ
in c
•^ y
a





































4-1
O
£i
"5
a

o

OX
S u
./• *-
vi JL
coo

4, jj
in o
V. £
IO O
o •-
u a

4J
01 0
c s.
u. >-
a



>
S
Ul



in
o
10
t
I-H







01 in
c ai
«- 0.
i- X
01 r-
0 01

tD 3
X O
^



X
a in
O OI
u •>-
in u
o o
k. 01
U 01
••- 4J
(O OI
u u
£!
O 01




OI
c

"SI VI
•o a
0 3
Z O
*- 01
VI U
V. k.
01 3
a. o
VI I/)
O

1 vO 1 1 1 O 1
i o i i i in i



1 00 1 1 1 1 1
, VO 1 1 I , 1
I I 1 I 00 VO 1
1 1 1 1 — O 1



«• 1 CM — VO O 1
O 1 *- O — •— 1




O 1 00 vO 00 GO 1
«— i ^» o CM in i




i i as «r o «s- i
1 I •- 01 <•) M 1




«r i i i i i i
O 1 1 1 1 1 1



4J
« oi
0. 10
c
k. k.

O V
1 0, I U C
it. i 
••- k. £ 3 X
OJ £ < "" °
1 4J O
•O r- 01 VI -^

o e Or- a

1515
o o
•J«J
u •
§X k.
0, X
a • Q. oi
U 4J .X
m k. • o
(-J 10 4J O
Ok k.
- « -

f\ JQ r- i- 1
! S^zz !
r- t- X I**
01 0> • « «
3 3 4J 4J *J
U. u. 01 O1O1



c
o

4J
Sec
f55
4J 4J
U in in i i
33i i
in .0 .a i i
3SS '
u u

•O r- «l1u
>- e ie j< a*
»- O O O 4J
O3 U U01

i i i
i i i



i i i
i i i
i i i
i i i



O vO 1
•— CM 1




CM \O 1
CM *>J 1




0 «• 1
m n i




1 O 1
i — i










i i i
i i i
i i i
i i i









a
^B
•o
a||
f 4J

•O "O f
n u £
X
r- • Id
10 k. k.
O OI Q.
O <01



4-*
U
3

ultural Pro
Products
U 4J
•gl|
u < at

i i i i
i i i i



i i i i
i i i i
. i i i
i i i i



i i i i
itii




i < i i
i i i i




i i i i
iiii




I 1 \O I
1 1 O 1










i i i i
i i i i
i i i i
i i i i









a
c

ot "in
c in
o •*• o

IO 1 TJ O-
^|g
1 II
U O<






01
t. Limeston
Bentonlte
num
c -•«-
91 -o -o E
issl
O-IOK

1
1 1





1 ,
1 |



I I
I I




1 I
I 1




I I
1 1




I I
I |










1 1
1 1
1 I
1 i














1 I
1 1









Chemicals
•
u u
C VI
NZ

i i
t ,



i i
1 '
i i
, ,



i i
i i




i i
i i




i i
i i




i i
, |










i i
i i
i i
i i












,f

i "e
1 Ik
£
r*
O





in
4J
ery Catalys
Refinery
C *
-r- U
%z
OCX

i i o vo i oe i
1 1 1 CM O 1 O I
CM


1 1 1 10 1 1  i in i



1 1 vO IO W I » 1
i i o •— in i ^ i




1 1 O CM rs| 1 O I
1 1 •— f— O 1 •— '
^



1 1 CM «• CM 1 e 1
1 1 — CM 0 1 00 1




1 1 1 1 CM 1 1 O
i i i i — i i r~
*r ^m




4J O
VI (/I
3 
< Z (/)

VI

E** c
c o
.a in o in
M k. o vi •—
k. id k. -i- o
tk o ui z vi
0
01 S ^ tf k.
k. 5 c w

II IO X '
i i o o o-<-  1 O I 1
CM n


co crv i i i
-2 ' ' '
.- 1 1 1 00
00 1 t 1 O



O"i O> I i I
ON O^ i I I
^ »_



CM 1 CM 1 1
O 1 O 1 1




00 1 1 1 00
O 1 1 1 O
r^ r^



CSI O^ CM •- 00
o o> o o o
vO *^ co u) r^









Illll
11111
11111
11111













11111
Illll
Illll
11111




e

^
a. o
o —
TJ£
a» in o
Z*Z -^i/5
a. a. o 01
•o -a -a -a
01 01 01 01
k. k. k. k.
•-3333
ie in in in in
4J id id * 
-------
    The first  step  taken to  reconcile  the disagreement between CMB  and  ISCST




with respect to the  combined  impact of vehicle  exhaust and  road  dust was  to




re-examine the  comparisons  between OM,  CMB and  ISCST.   In this case, OM was




found to agree  very  well  with ISCST.   The CMB  input  data were then  evaluated




for potential errors  related ,to estimating road dust  and vehicle  exhaust.  The




coarse fraction filter  on which  the  resuspended road  dust  source sample was




collected  appeared  to have lost  a substantial fraction of the sample between




the time it was weighed and the time  it was analyzed.   This  potential problem




was identified  by performing  the  following test: 1) convert the mass fractions




of  the  major elements  to mass fractions  of those elements  as their  assumed




oxides  (i.e.,  convert mass fraction  of Si  to mass fraction  of SiOz);  2) sum




the mass fractions of the major species reported as oxides; 3)  compare the sum




of  the  mass fractions  with a  value  of one.   The  carbon content  of the road




dust was  known  to  be approximately five  percent.  Therefore,  the sum of the




oxides  of the  major species  would  be expected  to  equal approximately 0.9.




When  this  test was  performed on  the results of  the  analysis  of the  coarse




fraction  road  dust  sample, the sum  of the mass  fractions  of the oxides was




approximately 0.45.  This indicated that the mass of  the filter was  high by a




factor  of two.  The  filter was then  re-weighed and the  gross filter mass was




found  to  be  lower  than  the  measurement  which  was   made   immediately   after




resuspension.   The  probable cause of the  difference was the  loss  of particles




from  the  overloaded  coarse fraction  filter.   The  mass  determined during the




re-weighing was used to revise the road dust source  composition profile.  The




revised mass fractions  were higher than the original mass  fractions and  would




therefore decrease the CMB estimated  road  dust impacts.




    The CMB  model  was  re-run with  the   revised  road  dust  profile  and good




agreement  was  now  found  between  CMB and ISCST  with respect  to  the combined




impacts of road dust and vehicle exhaust.  The  CMB  estimated impacts  of the
                                      -113-

-------
other sources  remained unchanged by  the  revised road dust profile.   Finally,

the other  source samples were  re-weighed and no  other cases  of  significant

mass loss were identified.


    Case 3:  CMB   estimates   wood-fired  boilers   are  a  much   larger
             contributor to PMio than does  ISCST.   What is  the cause  of
             the disagreement and how can the difference be reconciled?


    The  first  step  in  reconciling  the  CMB  and  ISCST  estimates  for  the

wood-fired boiler  impacts was to review  the CMB input  data.   The  review  did

not  identify  any obvious  errors  in the  data.   Next,  the  OM  results  were

examined.   In this  case,  OM was  of little  assistance  because  OM  did  not

identify any  impact  from wood-fired boilers while CMB and ISCST both did.  The

emission  inventory was  then evaluated  in  terms  of wood-fired  boilers  and

revealed that an  erroneous  emission  rate was listed in the  inventory for one

of  the  wood-fired boilers.   Therefore the  inventory was  revised.   ISCST  was

then  re-run  and good agreement was found between CMB and ISCST with respect to

the wood-fired boiler source  category.


Case  4:      There is  a big disagreement between CMB and  ISCST for steel
             mill  related  impacts  (i.e.,  coking operations, blast"furnace
              and basic oxygen furnace  source categories).  What  are the
              causes  for the disagreements and how  can  the differences be
              reconciled?


    The  steel  mill source is  of additional interest due  to the fact that there

 is  a big  disagreement between CMB and ISCST for  each  of the three main  PMio

 emitting activities  within the steel mill.   This  disagreement  results in CMB

 predicting that the  steel  mill is the  largest industrial source of the  PMio

 levels observed at the receptor site while  ISCST predicts that the steel  mill

 is  a  relatively  minor  source.  This discrepancy will have a big  impact  on

 control   strategy  development  and  therefore   must  be   reconciled   very

 conclusively.
                                      -114-

-------
    The first step in the  reconciliation process was to  review  the CMB  input




data.  The  review did  not  identify any  obvious  anomalies  in  the CMB  input




data.  In fact, the  steel  mill related  source  profiles  were  judged  to be  of




very good  quality due to the  close  agreement  which was found between  the  PES




analysis of the resuspended  samples  which were collected on quartz fiber  and




the  XRF  analysis  of  those collected on  Teflon.  The next step was to  examine




the  impacts estimated by OM for the steel mill.   In this  case, OM was found to




agree  much  better with CMB  than  with  ISCST.   The  emission  inventory was  then




reviewed with respect to steel mill  emissions.   The stack emission rates  were




found  to  be in good agreement with emission  rates for  similar  activities at




other  steel mills.   However,  the  review revealed  that  the  emission  inventory




did  not  contain any  emission factors  associated with fugitive  emissions  from




the  steel plant.  This omission was viewed as a  potentially  serious deficiency




and  therefore  a site visit  was  conducted  to  re-assess  the fugitive  emission




rates  at  the steel  mill.    Substantial  fugitive  emissions  were  found to be




associated  with   the   coking  operations,  blast   furnace  and  basic  oxygen




furnace.  ISCST was then re-run with the new fugitive emissions  for  the steel




plant  included  in the inventory.   This resulted in very good agreement between




CMB  and ISCST with respect to the steel mill contribution.








     9.3.5  Post-Reconciliation Comparison of CMB and ISCST Results




     The  previous   section  presented the reconciliation  of  the CMB  and ISCST




source  impact  estimates and resulted  in  a  number  of  revisions to the input




data used  by  the  models.  Following reconciliation, CMB and ISCST were re-run




for  subsets A  and B using the revised data.   Very good agreement  now exists




between  the source  impacts  estimated  by  CMB  and  ISCST for  subsets A and B.




ISCST was then run using five years of meteorological data  to obtain estimates




of  the annual average  PMio  and the six highest values.  The results  provided
                                      -115-

-------
by ISCST are shown in Table 9-4.   ISCST  predicts  that both the annual  average




and  24-hour PMio  NAAQS  will  be exceeded  at the  monitoring station.   Steel




mill related  activities  are the  major contributors  to  PMio  at  the  receptor




site.   The second largest  contributor  is  resuspended  road dust.   The  six




highest  predicted  PMio   concentrations  all  occur  during  persistent  south




winds.   The next  section  will  discuss the development of control  strategies to




bring the receptor site into attainment of the PM10  NAAQS.








9.4 Control Strategy Development




    The first step in  control  strategy development was  determining  the annual




and  24-hour average  PMio design  concentrations for the  monitoring  station




that must  be  reduced to  the level  of the appropriate NAAQS.  For  this study,




the  annual  average design  concentration was  calculated  as  the  mean of  the




PMio  concentrations recorded  during  the  one-year PMio  sampling  program (65




ug/m3).   To determine  the 24-hour  average  design  concentration,  the  table




look-up  procedure (U.S.   EPA,  1987a)  was used in combination with the results




of the five years  of ISCST simulations.  This approach required the  use of the




sixth  highest modeled PMio  value exceeding  the  24-hour  NAAQS  to be  used as




the  design  concentration.   Table  9-4  shows   the   24-hour  average  design




concentration (183 ug/m3) and gives the corresponding source contributions.




    After  establishing the design concentrations, emission limits  must be set




on  the  basis  of the NAAQS  (annual  or 24-hour average) which requires  the  most




stringent  set of controls.   For this  study, the  total  reductions   in  PMio




concentrations required  to attain the annual and 24-hour  average NAAQS were 23




percent  and 18  percent,  respectively.  Table  9-4 indicates  that  the  relative




contributions  of  the  major sources  are  similar  for the annual  average and




24-hour  average  design concentrations.  This  suggests  that adoption  of  a set




of  emission limits designed to attain the  annual standard should  in turn bring
                                      -116-

-------
                               TABLE  9-4

       SOURCE CONTRIBUTIONS ESTIMATED BY ISCST USING 5 YEARS OF
                     METEOROLOGICAL DATA, (ug/m3)
                                  Annual         Sixth-Highest
Source Categories                 Average   24-hr Avg. Concentration
Oil & Gas Combustion                1.4           1.7
Wood-fired Boilers                  3.0           6.0
Coal Combustion                     2.0           7.5
Coking Operations                   8.7          27.6
Blast Furnace                      10.1          38.0
Basic Oxygen Furnace                2.7          14.8
Coal Handling                       0.3           0.4
Agricultural Prod. Handling         0.9           0.4
Paint Production                    0.1           1.1
Cement & Limestone                  1.6           2.1
Sand & Bentonite                    1.0           0.7
Aluminum Production                 0.1           0.2
Zinc Processing                     0.6           0.6
Oil Refining                        0.3           2.1
Fertilizer                          0.1           0.9
Tire Production                     0.4           1.5
Motor Vehicle Exhaust  )
                     •  >           12.7          45.4
Road Dust & Soil       )
Background                         15.0          32.0

Total                              61.0         183.0
                                 -117-

-------
the monitoring  station into compliance  with the 24-hour standard.  To  ensure

that this was the  case,  emission  limits  were developed  to  attain the  annual

standard  and then were  evaluated  with  respect  to  the annual  and  24-hour

standards.

    The total reduction (TR) to achieve the annual  standard is given by:


          TR (ug/m3) = PMio Design Concentration -  PMio NAAQS


which for this example leads to:


          TR = 65 - 50 = 15 ug/m3.


From  Table  9-4, on an annual  average basis  the  contributions  of  the major

sources to PMio are seen to be:


          Source              Contribution to PMio

          Wood-fired Boilers       3.0 ug/m3
          Coal Combustion          2.0 ug/m3
          Coking Operations        8.7 ug/m3
          Blast Furnace            10.1 ug/m3
          B.O.F.                   2.7 ug/m3
          Road & Soil  Dust         12.7 ug/m3
            & Veh.  Exhaust


    On    the   basis   of    available   technology,    cost-effectiveness    and

enforcability,  the  following  set of  reductions in source  contributions were

derived:


          Source            Individual  Source  Reduction

          Wood-fired Boilers       1.0 ug/m3
          Coking Operations       5.0 ug/m3
          Blast Furnace            6.0 ug/m3
          B.O.F.                   1.0 ug/m3
          Road  & Soil  Dust         2.0 ug/m3
             & Veh.  Exhaust
                              TR  =  15.0  ug/m3
                                      -118-

-------
The percent  emission reductions  corresponding  to the  above list  of  absolute

source reductions are:
          Source              Percent Emission Reduction

          Wood-fired Boilers             33%
          Coking Operations .             57%
          Blast Furnace                  59%
          B.O.F.                         37%
          Road & Soil Dust               16%
            & Veh. Exhaust
    The total reduction to achieve the 24-hour NAAQS is:


          TR = 183 - 150 = 33 ug/m3 .


From  Table  9-4,  the   contributions  of  the  major   sources   to  the  PMio

concentration on the sixth highest modeled day are:


          Source              Contribution to PMio
          Wood-fired Boilers       6.0 ug/m3
          Coal Combustion          7.5 ug/m3
          Coking Operations       27.6 ug/m3
          Blast Furnace           38.0 ug/m3
          B.O.F.                  14.8 ug/m3
          Road & Soil Dust        45.4 ug/m3
            & Veh. Exhaust
Application  of the percent  emission reductions  derived to  attain the  annual

standard  to   the  sixth  highest  day  contributions  provides   the   following

individual source reductions:


          Source           Individual Source Reductions

          Wood-fired Boilers       2.0 ug/m3
          Coking Operations        15.7 ug/m3
          Blast Furnace            22.4 ug/m3
          B.O.F.                   5.5 ug/m3
          Road & Soil Dust         7.2 ug/m3
            &  Veh. Exhaust
                             TR =  52.8  ug/m3
                                      -119-

-------
This demonstrates  that  the emission  limits  which were derived for the  annual




average case should also ensure the attainment of the 24-hour NAAQS.  The  next




section  will  describe  the  testing  of  the proposed  control  strategy  with




respect to the annual and 24-hour NAAQS.








9.5 Control Strategy Testing




    To  test  the  control  strategy,   the proposed  emission  reductions  were




applied  to  the emission  inventory and the  ISCST model was  re-run with  five




years  of  meteorological   data.   The  average  of the  five  predicted  annual




averages was 49.6 ug/m3  and  only  two  exceedances of  the  24-hour NAAQS  were




predicted  for  the  five   year  period.   The  control   strategy  was  therefore




sufficient  to  achieve  the attainment  of  the annual  and 24-hour  average  PMio




NAAQS.
                                      -120-

-------
10.0 REFERENCES


1.  Dzubay, T.G.,  R.K.  Stevens,  G.E.  Gordon,  I.  Olmez,  A.E. Sheffield,  and
    W.J. Courtney,  1987:   "A Composite Receptor Method Applied to Philadelphia
    Aerosol",  submitted to ES&T.

2.  Engineering-Science,  1984:  Development of  an Emission Inventory for Urban
    Particle Model  Validation in the Philadelphia AQCR, prepared  for U.S.  EPA,
    ESRL.

3.  Holzworth, G.C.,  1972:   Mixing Heights,  Wind  Speeds,  and  Potential  for
    Urban Air  Pollution  Throughout  the Contiguous United States,  AP-101.  U.S.
    EPA, Research Triangle Park,  NC 27711.

4.  NEA,  Inc.,  1982:   Philadelphia  Airshed  Aerosol Study  Summer,  1982  -
    Sampling Site  Characterization  and Source  Inventory  Survey,  prepared  for
    U.S. EPA,  ESRL.

5.  PEDCo  Environmental,  Inc.,  1983:   The  1982  Philadelphia  Aerosol  Field
    Study Data Collection Report, prepared for U.S. EPA,  ESRL.

6.  U.S. EPA,  1973:   Guide  for  Compiling a  Comprehensive Emission Inventory
    (Revised).

7.  U.S.  EPA,  1975:    Guidelines  on  Air Quality Maintenance   Planning  and
    Analysis Volume 7;  Projecting County Emissions.

8.  U.S. EPA,  1981a:   Receptor Model Technical Series, Volume I,  Overview of
    Receptor   Model   Application  to  Particulate  Source  Apportionment,  EPA
    450/4-81-0163.

9.  U.S. EPA,  1981b:   Receptor  Model  Technical  Series,  Volume  II,  Chemical
    Mass Balance, EPA 450/4-81-016b.

10. U.S. EPA,  1981c:   Regional  Workshops  on Air  Quality  Modeling;  A Summary
    Report, EPA 450/4-82-015.

11. U.S. EPA,  1983:   Receptor Model Technical  Series,  Volume IV,   Summary of
    Particle Identification Techniques, EPA 450/4-83-018.

12. U.S.   EPA,  1984a:    Receptor   Model   Source   Composition  Library,  EPA
    450/4-85-002.

13. U.S.  EPA,  1984b:   Receptor  Model  Technical  Series,  Volume  V,  Source
    Apportionment  Techniques  and  Considerations  in Combining Their  Use,  EPA
    450/4-84-020.

14. U.S. EPA,  1985a:  Compilation of Air Pollutant Emission Factors, AP-42.

15. U.S. EPA,  1985b:   Receptor Model Technical Series, Volume VI,  A  Guide to
    the  Use of Factor  Analysis  and Multiple Regression  (FA/MR) Techniques in
    Source Apportionment,  EPA  450/4-85-007.
                                      -121-

-------
16.  U.S.   EPA,  1985c:   CDM   2.0   —  Climatological   Dispersion  Model,   EPA
    600/8-85-029.

17.  U.S.  EPA,  1986a:   Procedures for  Estimating  Probability of  Nonattainment
    of a  PMio  NAAQS  Using  Total   Suspended Particulate  or  PMio Data,  EPA
    450/4-86-017.

18.  U.S.   EPA,  1986b:   Guideline   on  Air  Quality  Models   (Revised),   EPA
    450/2-78-027R.

19.  U.S.  EPA 1986c:   Supplement A  to Compilation  of  Air  Pollutant  Emission
    Factors, AP-42.

20.  U.S.  EPA,  1986d:   Industrial Source Complex (ISC) Dispersion Model  User's
    Guide,  Second Edition,  Volume 1, EPA 450/4-86-005a.

21.  U.S.  EPA, 1987a:  PMio  SIP Development Guideline, EPA 450/2-87-001.

22.  U.S.  EPA,  1987b:   Protocol for Reconciling Differences  Among Receptor and
    Dispersion Models, EPA 450/4-87-008.

23.  U.S.  EPA,  1987c:   Receptor Model  Technical  Series,  Volume  III,  (Revised)
    User's Manual for Chemical Mass Balance Model,  EPA 450/4-83-014R.

24.  U.S.  EPA,  1987d:   Protocol for Applying and Validating  the CMS Model, EPA
    450/4-87-010.

25.  U.S.  EPA,  1987e:   User's  Guide  for PMio  Probability  Guideline  Software
    Version 2.0.

26.  U.S.  EPA, 1987f:  User Guide for RAM—Second Edition.
                                      -122-

-------
                                    TECHNICAL REPORT DATA
                             (Please read Instructions on the reverse before completing)
1. REPORT NO.
  EPA-450/4-87-012
                                                             3. RECIPIENT'S ACCESSION NO.
4. TITLE AND SUBTITLE
  Example Modeling  to Illustrate SIP  Development
  for the PM1Q NAAQS
              5. REPORT DATE

               Mav 1Q87
 May
6. PERI
                  FORMING ORGANIZATION CODE
7. AUTHOR(S)
          Michael Anderson, Richard  DeCesar,
          Richard Londergan, and Edward Brookman
                                                             8. PERFORMING ORGANIZATION REPORT NO.
9. PERFORMING ORGANIZATION NAME AND ADDRESS
 TRC  Environmental  Consultants, Inc.
 800  Connecticut Boulevard
 East Hartford, Connecticut  06108
                                                             10. PROGRAM ELEMENT NO.
              11. CONTRACT/GRANT NO.

                 68-02-3886
12. SPONSORING AGENCY NAME AND ADDRESS
 U.S.  Environmental  Protection Agency
 OAQPS,  MDAD, SRAB  (MD-14)
 Research Triangle  Park,  NC  27711
                                                             13. TYPE OF REPORT AND PERIOD COVERED
              14. SPONSORING AGENCY CODE
15. SUPPLEMENTARY NOTES
16. ABSTRACT
    This document  provides an illustration of the use  of modeling techniques for SIP
    development for  the PMjo NAAQS.  Available dispersion and receptor  modeling tech-
    niques are applied  and their results  are compared.   Analyses applicable to both
    the annual and 24-hour PMio NAAQS  are demonstrated.   The application  of models in
    control strategy development is  described.  The examples provided  include an urban
    area problem and a  problem caused  by  an industrial  source with fugitive dust.
17.
                                KEY WORDS AND DOCUMENT ANALYSIS
                  DESCRIPTORS
b.lDENTIFIERS/OPEN ENDED TERMS
              c.  COS AT i Field/Group
PM10
PM1Q NAAQS
PM-JQ SIP  Development
Dispersion  Modeling
Receptor  Modeling
Parti oil ate Matter Standard
18. DISTRIBUTION STATEMENT
                                               19. SECURITY CLASS (This Report)
                            21. NO. OF PAGES
                                131
                                               20. SECURITY CLASS (This page)
                                                                           22. PRICE
EPA Form 2220-1 (R«v. 4-77)    PREVIOUS EDITION is OBSOLETE

-------

-------