EPA450/3-74-030
January 1974
A REGIONAL AIR POLLUTION
STUDY (RAPS) PRELIMINARY
EMISSION INVENTORY
U.S. ENVIRONMENTAL PROTECTION AGENCY
Office of Air and Water Programs
Office of Air Quality Planning and Standards
Research Triangle Park, North Carolina 27711
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EPA-450/3-74-030
A REGIONAL AIR POLLUTION
STUDY (RAPS) PRELIMINARY
EMISSION INVENTORY
by
Fred E. Littman, Sylvan Rubin,
Konrad T . Semrau, Walter F . Dabberdt
Stanford Research Institute
Menlo Park, California 94025
Contract No. 68-02-1026
EPA Project Officer: Charles Masser
Prepared for
ENVIRONMENTAL PROTECTION AGENCY
Office of Air and Water Programs
Office of Air Quality Planning and Standards
Research Triangle Park, N. C. 27711
January 1974
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This report is issued by the Environmental Protection Agency to report
technical data of interest to a limited number of readers. Copies are
available free of charge to Federal employees, current contractors and
grantees, and nonprofit organizations - as supplies permit - from the
Air Pollution Technical Information Center, Environmental Protection
Agency, Research Triangle Park, North Carolina 27711, or from the
National Technical Information Service, 5285 Port Royal Road, Springfield,
Virginia 22151.
This report was furnished to the Environmental Protection Agency by
Stanford Research Institute, Menlo Park, California 94025, in fulfillment
of Contract No. 68-02-1026. The contents of this report are reproduced
herein as received from Stanford Research Institute. The opinions,
findings, and conclusions expressed are those of the author and not
necessarily those of the Environmental Protection Agency. Mention of
company or product names is not to be considered as an endorsement
by the Environmental Protection Agency.
Publication No. EPA-450/3-74-030
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CONTENTS
LIST OF ILLUSTRATIONS vii
LIST OF TABLES ix
ACKNOWLEDGMENTS xi
I INTRODUCTION 1
A. Saint Louis Regional Air Pollution Study (RAPS) .... 1
B. The Emission Inventory 2
C. Organization of the Report 3
II SUMMARY 5
A. Basic Concepts 5
B. Results of Specific Tasks 8
1. Task A 8
2. Task B 9
3. Task C 12
4. Task D 13
5. Task E 14
C. Recommendations 18
III TASK A: DEFINITION OF POTENTIAL USERS AND USES 21
A. General 21
B. Summary 21
C. RAPS Requirements 22
1. Atmospheric Structure Models 24
2. Transformation Processes Models 25
3. Mobile Sources 27
4. Other Studies 29
D. State and Local Control Agencies 30
1. City of Saint Louis 30
2. Saint Louis County 32
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Ill TASK A: DEFINITION OF POTENTIAL USERS AND USES (Continued)
3. Missouri Air Conservation Commission
4. Illinois Environmental Protection Agency . . . .
5. Federal Highway Department DOT
E. The Planning Agencies
1. East-West Gateway Coordinating Council
2. Industrial-Waste Control Council
F. Research Programs
1. Metromex
2. Community Health and Environmental Surveillance
System (CHESS)
3. University Research
4. Plant Damage
G. Conclusions
IV TASK B: EMISSION INVENTORY CONTENT ,
A. General Principles
1. Introduction ,
2. The Emission Inventory System
B. Precision of Emission Estimates
C. Inventory Resolution
1. Temporal Resolution
2. Spatial Resolution
D. Pollutants ,
1. General Discussion ,
2. Nonreactive Gases .
3. Reactive Gases .
4. Particulate Matter ,
5. Other Pollutants ,
6. Heat and Water Vapor Releases
E. Source Categories .
1. Classification Scheme
2. Stationary Sources .
3- Mobile Sources
F. Emission or Data Conversion Factors
G. Physical Aspects of Emission Sources
32
33
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35
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41
41
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43
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50
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58
66
67
68
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IV TASK B: EMISSION INVENTORY CONTENT (Continued)
H. Units of Measurement 68
1. Specification of the RAPS Emission Inventory 69
1. General 69
2. Point Sources 70
3. Point Combustion Sources . 75
4. Point Noncombustion Sources 77
J. Stationary Area Sources 77
1. General 77
2. Area Combustion Sources 77
3. Area Noncombustion Sources 79
K. Mobile Source Procedures 79
L. Natural Background Emissions 80
M. Particulates 80
N. Scheduling and Scale of Effort 81
V TASK C: EMISSION INVENTORY FILE SYSTEM 83
A. General 83
B. System Environment 84
C. Inventory Operation 87
D. Data Structure and Formats 93
1. Source Categories 93
2. Data Item Formats 94
3. Other Data 97
4. Data Element Formats 97
5. Summary Table 100
E. Format Extensions for Batch Data Entry 102
F. Implementation 104
G. Specifications for Computer Programs 105
1. Data Management System 105
2. Input and Output Subroutines for Emission Model
Programs . 106
3. Verification Program 106
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VI TASK D: SURVEY AND EVALUATION OF EXISTING EMISSION
INVENTORY DATA 107
A. Introduction 107
B. Existing Emission Inventories for the Metropolitan
Saint Louis Interstate Air Quality Control Region . . . 108
1. IPP Inventory—1968 108
2. IBM Inventory—1970 109
3. DAQED Emission Inventory—1971 109
4. NATO Emission Inventory—1971 109
5. NEDS Inventory—1973 113
C. Traffic and Transportation Inventories 127
1. Streets and Highways 127
2. Railways and Vessels 129
D. Summary 133
VII TASK E: EMISSIONS MODELING 135
A. Introduction 135
B. Modeling 137
1. Review of Existing Models 137
2. Specification of Emissions 146
3. Emissions Model Verification--Mobile Sources . . . 153
4. Resolution of Source Location 158
C. Consideration of Natural Emissions 170
D. Summary of Conclusions and Recommendations . 172
REFERENCES 175
APPENDICES
A SAMPLE EMISSION INVENTORY PRINTOUTS A-l
B SUMMARY OF EMISSION MODEL REPORTS B-l
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ILLUSTRATIONS
1 Metropolitan Saint Louis Interstate Air Quality Control
Region 31
2 Emission Inventory System . 44
3 Schematic of Inventory System 92
4 Sample Point Source Item 95
5 Sample Area Source Item 96
6 Emission Inventory System Concept 115
7 Number of Point Sources and Emissions 120
8 Particulate Emissions for Saint Louis Air Quality Control
Region 122
9 SOg Emissions for the Saint Louis Air Quality Control
Region 123
10 NOX Emissions for the Saint Louis Air Quality Control
Region 124
11 Hydrocarbon Emissions for the Saint Louis Air Quality
Control Region 125
12 CO Emissions for the Saint Louis Air Quality Control
Region 126
13 1969 Traffic Map of Saint Louis Metropolitan Area
Interstate and Freeway System 130
14 Schematic Illustration of Classification Matrix for
Emission Models 136
15 Performance Curves for Cooling Towers Giving the Exit
Temperature as a Function of the Ambient Wet Bulb
Temperatures for Various Exit Relative Humidities 154
16 Performance Curves for Cooling Towers Giving the
Moisture Discharge as a Function of the Ambient Wet Bulb
Temperature for Various Exit Relative Humidites 155
17 Variation of Integrated Normalized Error with Longitudinal
Distance from the Source When Source Height is at the
Surface and Atmospheric Conditions Are Stable 162
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18 Variation of Integrated Normalized Error with Longitudinal
Distance from the Source When Source Height Is
Five Meters and Atmospheric Conditions Are Stable 163
19 Variation of Integrated Normalized Error with Longitudinal
Distance from the Source When Source Height Is 30 Meters
and Atmospheric Conditions Are Stable 164
20 Variation of Integrated Normalized Error with Longitudinal
Distance from the Source When Source Height Is 100 Meters
and Atmospheric Conditions Are Stable 165
21 Variation of Integrated Normalized Error with Longitudinal
Distance from the Source When Source Height Is at the
Surface and Atmospheric Conditions Are Slightly
Unstable 166
22 Variation of Integrated Normalized Error with Longitudinal
Distance from the Source When Source Height Is Five Meters
and Atmospheric Conditions Are Slightly Unstable 167
23 Variation of Integrated Normalized Error with Longitudinal
Distance from the Source When Source Height Is 30 Meters
and Atmospheric Conditions Are Slightly Unstable 168
24 Variation of Integrated Normalized Error with Longitudinal
Distance from the Source When Source Height Is 100 Meters
and Atmospheric Conditions Are Slightly Unstable 169
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TABLES
1 Emission Inventory Requirements 23
2 Emission Inventory Input Requirements for
Atmospheric Structure (WATPIC) Model 25
3 Emission Inventory Input Requirements for the
Transformation Processes Model 26
4 Emission Inventory Input Requirements for
Vehicular Sources Model 27
5 Emission Inventory Input Requirements for
Mobile Sources (Airports) Model 28
6 Emission Inventory Input Requirements of the
Air Pollution Control Office, City of Saint Louis 32
7 Emission Inventory Input Requirements of the
Air Pollution Control Division, Saint Louis County
Health Department 33
8 Emission Inventory Input Requirements of the
Illinois Environmental Protection Agency 34
9 Emission Inventory Input Requirements for CHESS Studies ... 37
10 Classification of Sources for Emission Inventory 57
11 Major Noncombustion Sources of Pollutants 64
12 Pollutant Sources by Class 72
13 Tentative Workload for the Monitoring of
SO and NO Sources 73
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14 Development Schedule 82
15 Sample of DAQED Inventory SO Emission Summary 110
16 Sample of DAQED Inventory Current and Trend Data,
Ambient Concentrations ... Ill
17 Comparison of Emission Inventories for the
Metropolitan Saint Louis Interstate Air Quality Region . . . 118
18 Number of Point Sources 119
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19 Number of Sources Monitored 121
20 Breakdown of Area Sources . 128
21 Classification of Possible Emission Inventories 131
22 1967 Emissions from Rail Operations Within
100 Miles of Saint Louis 132
23 Summary of Content of Emission Models Reviewed 138
24 Emissions Models Input/Output Specifications 139
25 Ratio of Cold-Start Emissions to Hot-Start Emissions .... 150
26 Cold-Start Emissions from Light-Duty Vehicles 151
27 Natural Pollutant Emissions in the Saint Louis Area 172
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ACKNOWLEDGMENTS
This study was carried out by a project team led by Dr. F. Littman
of the Operations Evaluation Department of the Engineering Systems Divi-
sion at Stanford Research Institute. The project supervisor was Mr. R.
Rodden, Assistant Director of that department. R.T.H. Collis, Director
of the Atmospheric Sciences Laboratory of the Electronics and Radio Sci-
ences Division, acted as project advisor and assisted in the preparation
of the final report.
rlhe principal authors were as follows:
Section III (Task A)
Section IV (Task B)
Section V (Task C)
Section VI (Task D)
Section VII (Task E)
Dr. F. E. Littman
K. T. Semrau, Chemical Engineer,
Physical Science Division
Dr. S. Rubin, Information Science
Laboratory, Information Science
and Engineering Division
Dr. F. E, Littman
Dr. W. F. Dabberdt, Atmospheric
Sciences Laboratory
Other contributors were as follows:
P. A. Buder
R. C. Robbins
P. J. Mai-tin
•\. E. Moon
G. 1. Thompson
XI
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INTRODUCTION
This report presents an operational plan for providing emissions
data for the Saint Louis Regional Air Pollution Study (RAPS). It also
describes existing emission inventories Tor the Saint Louis area and
reviews in detail emission models that have in the past been used to
provide emissions data.
A. Saint Louis Regional Air Pollution Study (RAPS)
The Saint Louis Regional Air Pollution Study is the most ambitious
study of its type ever attempted. Focused principally upon the verifi-
cation and development of air quality models, it is also designed to de-
velop a better understanding of atmospheric transformation processes and
to provide a basis for studying various air pollution control strategies.
Material advancements in the technology and methodology of air quality
monitoring and other aspects of air pollution control, including partic-
ularly the improvement of emissions inventory procedures, are expected
also.
Considerable attention has already been paid to measuring meteoro-
logical conditions and air quality in the test area, and a network of
25 automated data collection stations will be installed, stations which
will continuously telemeter their readings to the data center. Data of
this quality will be valuable to RAPS, particularly for diffusion model-
ing on an extended scale.
For ihe lull reali^atJon ol such purposes, however, especially lor
the modeling and prediction of air quality, it is essential to know the
emissions from the air-polluting sources. Without effective assessment
ot sunh emissions to an appropriate degree of resolution in time and
space, the experiments and studies of the RAPS program will be severely
handicapped no matter how well other measurements are made or other fac-
tors assessed. To collect data on critical emissions for the multitude
of different sources in an area the size of Saint Louis is a very tall
order. It can only be met by an effort of considerable magnitude and
cost for exceeding any previous undertakings of a similar nature. Indeed,
it must be recognized that the requirement demands and warrants the appli-
cation of detailed data collection procedures considerably different from
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those appropriate to a less rigorous determination of high resolution
data and that many of the estimation or modeling techniques used hitherto
cannot be used.
B. The Emission Inventory
To determine how to meet RAPS' needs for emission data, the problem
was considered under five tasks. These logically follow each other se-
quentially, and they were addressed, at least initially, in that order.
As the study proceeded, however, the interrelationship of the problems
addressed under each task became ever more apparent, and, although the
separate submission of the task reports in draft form served the useful
purpose of checking and correcting progress, it was agreed that the re-
sults of the project were most useful when integrated as they are in this
final report.
The tasks and their objectives were
• Task A. To ascertain the uses and users of emission data in
the RAPS program (and elsewhere).
• Task B. To specify the content and nature of the emission
inventory for RAPS.
• Task C. To specify the data formats and a data handling
system needed for the inventory.
• Task D. To locate and assess existing sources of data suitable
for incorporation in the RAPS inventory.
• Task E. To review the emission models available for developing
emission data for studies of the type to be carried
out in RAPS.
As noted, the full value of these tasks is only realized if they
are allowed to interact, and a failure to recognize this until late in
the project led to difficulties in formulating and presenting our conclu-
sions.
In the final form, summarized below, the findings of the studies
made under Tasks D and E have determined, to a certain degree, the con-
tent of Task B, which in turn reflects certain constraints and opportu-
nities of the data handling system described in Task C.
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C. Organization of the Report
The first part of this report, the Summary, is an overview of the
project that summarizes the results. The second and largest part includes
sections on the five separate tasks, each section reporting the appropri-
ate detailed results. Appendix A is an assembly of data in printout form
that pertains to Task D, and Appendix B is a lengthy summary of emission
model reports.
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I I SUMMARY
A. Basic Concepts
The requirements of the RAPS program are wide ranging, diverse, and,
in many cases, stipulate degrees of spatial and temporal resolution that
have not hitherto been achieved. For the multiple purposes of the RAPS
program, it is thus more appropriate to consider data on pollutant emis-
sions in terms of a system of data resources than in terms of a single
all-serving emission inventory. Alternatively, one can look upon an
emission inventory for RAPS as being a multifaceted data source that
comprises a number of elements, which are capable of providing needed
information as required. In either case, we are led to a system in
which varying criteria are applied to determining the nature and extent
of the inventory content.
A major distinction can be drawn between the requirements of RAPS
for high resolution data (in space and time), for such purposes as the
verification and development of air quality models, and the more general
needs of the program, such as, for example, investigations of economic,
social, or political processes, or the investigation of control or abate-
ment strategies not immediately served by the air quality modeling studies.
This distinction leads immediately to a concept in which a special high
resolution inventory (for pollutants of significance) is provided to the
air quality modeling studies and other investigations (such as transpor-
tation processes or improved inventory methodology) where such high res-
olution data is appropriate. Those pollutants are S00, NO , CO, and
^ !X
hydrocarbons (HCs). For other pollutants, the high costs and difficul-
ties of providing such high resolution emission data on a routine basis
are not justified. For such other pollutants, we recommend that the
National Emissions Data System (NEDS) Inventory be used.
When special information on emissions is required—for example, for
extra precise high resolution data for limited 'maximum effort" periods
of model validation or for intensive transformation process investiga-
tions—we recommend that each such emission data collected be treated
as a special case. This will avoid placing excessive requirements on
the basic emission inventories and save cost and effort.
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It is convenient, therefore, in speaking of the RAPS emission inven-
tory, to consider it primarily as the specially developed, high resolution
data source concerned initially with SC> , NO , CO, and HC. This inventory,
A A
as noted, must be flexible and capable of serving many purposes.
To ensure this, it is necessary to retain the basic or prime data
from which it is built in its compilations in order to make revisions or
extensions readily possible. Data should not be lumped in a form that
applies to a single, or narrowly perceived, requirement.
The most satisfactory approach, wherever possible, is to provide
files of emissions data for each pollutant in terms of direct statements
of weight of pollutant emitted by each source or class of sources as a
function of point or area location for every hour. Although this is a
substantial undertaking, as described below, in most cases it can be ac-
complished to a useful level of precision within the RAPS program. This
is mainly because the bulk of the emissions is a result of a limited num-
ber of sources. In a program of the scope of RAPS, it is possible to
treat such sources individually and to use measured data providing direct
or closely related information on emissions as the basis for hourly emis-
sion estimates. The frequency and quality of the measurements will be
proportional to the magnitude of each source. This approach differs
from that commonly used in developing emission data for purposes similar
to the RAPS main objectives, which has perforce relied heavily upon emis-
sion modeling techniques to interpolate from gross annual data to provide
information with high nominal temporal resolution. In the proposed RAPS
inventory, such modeling techniques would only be applied to estimating
hourly emissions from minor point sources or from area sources, although
in certain of these cases it is recommended that the required precision
demands the development of improved modeling methods for providing hourly
data. In the case of mobile sources, however, where considerable progress
has been made in assessing emissions with high spatial and temporal reso-
lution, the current modeling approach is suitable for the RAPS inventory;
the records of mobile sources to be incorporated in the inventory have a
special form.
The term "emission modeling" sometimes leads to confusion, and it
is necessary to clarify its significance. Strictly speaking, any compu-
tational manipulation of raw data can be described as modeling, for ex-
ample, the combination of pollutant concentrations and flow rates to pro-
vide emission estimates. More often, modeling applies to the derivation
or estimations of emissions from limited prime data, such as the estima-
tion of emissions from residential space heating on an area basis (from
a consideration of population density and daily temperature). In partic-
ular, the apportionment of emissions from any source or class of sources
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on, say, an hourly basis, from data such as gross annual tonnage of fuel
burnt, is commonly performed by modeling using expressions (which can be
more or less arbitrary) to describe the patterns of variability that oc-
cur by season, by day of the week, or by hour of the day.
In a more comprehensive sense, various emission models have been
developed for specific purposes. These may consist of series of sub-
elements integrated into a single system for deriving required emissions
data. Such models are generally intended to provide emissions data in
a specified form suitable for a particular use, deriving their estimates
from relatively limited prime data (usually that relating to gross annual
fuel consumption). A typical example is the Argonne Hourly SC>2 Model.
This model, described in detail in Section VII, provides hourly estimates
of SOg and thermal emissions from power plants, industrial point sources,
and one-square-mile areas of residential, commercial, and institutional
sources. It derives such estimates from a range of input parameters
based largely upon fuel consumption statistics as well as upon other
factors such as temperature and time.
In considering such comprehensive emission models, it is important
to emphasize their limitations for the purposes of RAPS. Adequate though
they may be for the uses for which they were developed, they reflect the
expediency and economy that was appropriate to such use. They seek to
provide the best emissions estimates possible from available (i.e., mini-
mal) data. They are not the best approach to developing emission inven-
tories if better data can be specially acquired--as it can in the case
of RAPS. Another aspect of emission models is the way that the specific
output requirements determine the manner of developing the emission esti-
mates from the prime data. This generally results in a lack of the flex-
ibility needed to meet the multiple and varied demands of RAPS. The RAPS
Emission Inventory should make emissions information available in such a
manner that any desired selection of data may be extracted and presented
in any desired form. This requirement is met by providing emission data
in the form noted above, i.e., as direct statements of weight of pollutant
emitted by each source, or class of sources as a function of location for
every hour. In this approach, the emission modeling techniques, where
used, are limited to the production of a common database, i.e., the gen-
eral purpose high resolution emission inventory. The task of extracting
emissions data for any purpose and of presenting it in any appropriate
form then becomes a separate function.
It is recommended, therefore, that the RAPS inventory be developed
upon the basis of specially collected data, rather than upon current
emission models (with the exception of mobile source data). Further, it
is recommended that the inventory provides flexibility and universality
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by being a simple compilation of all required data in the lowest common
denominator form, i.e.. hourly emissions by weight of each pollutant
(SO , NO , HC, and CO).
£ X
For other pollutants, it is recommended that the National Emissions
Data System (NEDS) be used.
B. Results of Specific Tasks
1. Task A
To determine the potential users and uses of the emission in-
ventory for RAPS, a survey was made. Users range from the research groups
directly involved in the RAPS program to city, county, and other planning
organizations and air pollution control agencies in the area. Research
programs other than RAPS were also considered. The principal uses of
emissions data will be in the verification and development of transport
and diffusion models and in studies of chemical transformation processes,
the main interest of the RAPS program. Other uses will be in the analysis
of economic, social, and political impact of air pollution and its control
and abatement and in the development of such control and abatement strat-
egies (particularly episode control). The RAPS emissions data could also
be useful to programs such as the Community Health and Environmental Sur-
veillance System (CHESS) or research studies such as METROMEX (a joint
investigation of meteorological effects of air pollution) or other locally
based investigations requiring detailed knowledge of pollutant emissions.
Two factors emerge from this survey. First, the requirements
for these purposes are multiple and diverse, covering a wide variety of
pollutants and very different degrees of temporal and spatial resolution.
Second, the needs of the air quality modelers are the most demanding, and
they dominate the requirements for high resolution data in space and time.
The needs for emissions data in the RAPS program can, thus,
best be met routinely by
• Relying on NEDS for data on the broad range of pollutants
for which high resolution information is not essential.
• Developing a special RAPS Emission Inventory capable of
providing the high resolution data needed by the modelers
and of serving other purposes.
For special purposes, such as particular experiments to inves-
tigate chemical transformation processes or studies of the dispersion of
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specific pollutants for which the above mentioned inventories are inade-
quate, appropriate special data collections should be made to determine
emissions on an experimental basis. (Such data may be collected, pro-
cessed, and stored within the KAPS Emission Inventory data handling sys-
tem, but are not an integral part of this inventory.)
The specification of various air-quality model input require-
ments that act as common denominators thus determines what, is required
of the RAPS Emission Inventory. Specifically, the requirements are
• Pollutants: SO , CO, NO , hydrocarbons (by types), and
2 x
particulates.
• Resolution: Temporal, hourly, for each hour; spatial,
0.01 km point sources, 1 km grid squares [area sources
using Universal Transverse Mercator (UTM) coordinates
in each case].
• Area covered: The Saint Louis Air Quality Control
Ken ion (AQC'K).
• Period i. overed: Continuous hour by hour throughout the
years of full RAPS operations.
• Units: Emissions by metric weight; distance in kilo-
meters, in UTM coordinates.
• Output iormat; Variable, but in l-OKTRAX compatible form.
• Other information: Data on sources (e.g., stack height,
exit temperature, velocity) where appropriate; data for
mobile sources, traffic flow data, and aircraft movements
as required for tise in appropriate emission models.
Jn this task (specification of the content of the RAPS Emission
Inventory) an extensive analysis was made of the problems of developing
emission data with the necessary spatial and temporal resolution and ac-
curacy to meet the requirements of RAPS.
After an initial review of the basic form the inventory system
should take to meet the multiple purposes of RAPS, we discussed each
aspect of such a system in detail.
Because of the need for precision in estimating the emission
and the requirements for spatial and temporal resolution, a quantitative
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basis can only be provided by analyses made for specific air quality or
dispersion models (as discussed in Section VII). The emission inventory
can potentially provide the most complete data input to such models,
depending upon the cost and effort applied, although even in the most
careful direct assessments of emissions at individual sites, uncertain-
ties of ±10 percent must be expected. We described the pollutants of
interest, distinguishing between the reactive gases, nonreactive gases,
and particulates. The role of the emission inventory of such pollutants
is discussed in the context of RAPS. While data can fairly readily be
obtained for the key gaseous pollutants, particulate emissions are ex-
tremely difficult to monitor. Existing data on such emibsions are often
inaccurate and give no information on the size distribution of the parti-
cles, which is so important in the modeling context. In the circumstances,
it is proposed that particulates not be included in the high resolution
] n\ < MI t orv on .in hourly basis, and that I he needs •>[' RAPS for parliculate
data for dispersion model studies or research on transformation processes
be dealt with on a special experimental or project basis—including, spe-
cifically, the use of tracer techniques.
The study team described and analyzed sources categorized ac-
cording to identity, function, and pollutant emitted. Each category is
discussed in detail, necessary for the data collection procedures to be
recommended later.
The importance of emission and data conversion factors is then
noted. Such factors are critical to any inventory and especially to an
inventory of the type needed for RAPS. The economics of the problem,
however, are such that, while it would be desirable to test every size-
able source in the inventory on an individual basis, wherever reasonable
confidence can be placed in standard emission factors, these should be
used in practice. Finally, the physical characteristics of the sources
needed for the inventory are noted, and recommendations are made regard-
ing the metric units to be used.
The second part of Task B was to specify the RAPS Emission In-
ventory system outlined below.
While NEDS is proposed as a source of information on annual or
long-term emissions from a broad range of pollutants, it is recommended
that a special, high-resolution RAPS Emission Inventory be developed to
provide hourly data emissions of SOg, CO, NOX, and HC in the form of
direct statements of weight of pollutant emitted in kilograms each hour
from each point or line source or area element for the Saint Louis AQCR.
Locational data will be provided in UTM coordinates with a resolution of
at least 0.1 km for point sources. Mobile sources will be specified in
terms of traffic links (with a resolution of approximately 0.2 km) for
major routes and in areas for secondary routes. Both for stationary and
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mobile sources, the area elements will reflect either the spatial resolu-
tion of the basic data from which the emissions are estimated (e.g., hous-
ing developments) or one kilometer grid squares, whichever is the smaller.
Information on the physical characteristics of point sources and the prime
data used in compiling the inventory would also be provided. It is not
considered practicable to develop comparable data for participates.
For initial planning purposes we propose that only point sources
emitting over 100 tons per year of each pollutant be considered individu-
ally. The estimation oi emissions from such sources will be accomplished
in classes according to the magnitude of each source. In general, we rec-
ommend that emission data be based upon direct monitoring of emissions
for the largest sources. For other major sources, direc! monitoring of
hourly fuel consumption, operating, or process data should be used as the
basis for estimating emissions. For smaller point sources, we propose
that emissions be estimated on the basis of generalized patterns of tem-
poral variation of emission as a function of source type applied to the
best available data on fuel consumption, operating, or process data (per
shift, daily, or weekly). This approach approximates current practice
in which annual totals of such data are used as a basis for modeling.
For area sources, we recommend the use of modifications and adaptions of
already available emission models. Similarly, for a first approach to
assessing mobile source emissions, we recommend trie use of available
models. Improved mobile source models should be employed, as they become
available, to provide higher quality data. A simple new model should be
developed to estimate natural emissions of nonmethane hydrocarbons on
summer days. in all cases, ue propose thai, special testing efforts be
carried out to ensure that the emission and data conversion factors used
to derive the emission estimates are as reliable as possible, and have
regard for the high temporal resolution required. Standard emission fac-
tors should only be employed if a review of the source on a case-by-case
basis indicates that such a factor may be used with confidence.
The concluding portion of Task B is a description of methodology
and detailed procedures lor developing the inventory in the form proposed.
Point sources using the NEDS dam are classified according to size to
faciii iale (he description ol how emission data would be derived in four
bio.id grounh accoichng 1 <,> the ija^ic records used to estimate emissions—
Group I, continuous emissions monitoring records; Group II, continuous
records of (ueL consumption, operating, or process data; Croup III, short
term, periodic records of fuel consumption, operating, or process data
(per shift, daily, or weekly); Group IV, long-term (semiannual or annual)
records or estimates of iuel consumption, operating, or process data.
Within Groups II and 111, a further distinction would be made between
sources for which separate conversion or emission lac tors are established
LI
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and those for which representative factors will be established. Data
from Groups I, II, and III will be collected on an ongoing basis.
In principle, it would obviously be desirable to deal with
all sources under Group I. In practice, sources should be treated in
the highest ranking group possible within limits of cost and difficulty.
Some 95 percent of the S02 emissions and 70 percent of the NO emissions
can be derived from direct data (Groups I, II, and III) on the basis of
routine data inputs from 101 sources with a high confidence based upon
the testing of 65 individual sources. Similarly, in the case of CO
sources, over 90 percent of the emissions can be estimated on an hourly
basis by the treatment of direct data from only six sources. On the
other hand, it would be necessary to obtain data from and test some ten
or more sources to achieve hourly estimates from direct data for only
50 percent of the HC emissions. The proposed approach, however, is in-
tended to provide considerable flexibility, so that optimum results can
be achieved within budgetary and other limitations. Thus, the number of
sources to be treated on an individual basis and the numbers of tests to
be made should be decided upon the basis of an initial survey on a case-
by-case basis.
In the case of area sources, the shortcomings of existing emis-
sion models require that special efforts be made to improve and verify
these, for, although such sources contribute only a small proportion of
the total burden, their local effect is significant. Similarly, in the
case of mobile sources, while a simple form of existing models will suf-
fice initially (with improved traffic data inputs), the products of more
sophisticated models should be used as they become available. Finally,
it is noted that a method for estimating emissions of nonmethane hydro-
carbons from natural sources on summer days is needed.
Task B includes a tentative schedule aimed at providing initial
data on SO2 and NOX by the first quarter of the second year of full activ-
ities, complete data by the third quarter of that year; effective initial
data on CO and HC would become available by the end of the second year,
and complete data would be available by the third quarter of the second
year.
3. Task C
Task C is the specification of a system for handling, storing,
and processing the relevant data. Specification is based upon certain
assumptions regarding the nature and capability of the data management
system that will be available as part of the RAPS overall data handling
12
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system. These assumptions either indicate facilities that are normally
provided by such a system or could be readily provided by appropriate
adaptation or additional programming of a conventional type.
In order to specify the data formats and structures, it is
necessary to determine how the inventory files will be used as a system
for source data preparation and entry, for processing data through emis-
sion models, and finally, for production of the data files for the vari-
ous user activities. The system is designed to minimize manual transfor-
mations of the raw data to the form in which it is entered into the
computer. Input data are thus based upon the sources, and all pertinent
data (e.g., pollutants, fuels, consumption) are entered in direct form
as reported. Rather than using integer codes such as the SAROAD manual,
we propose the use of direct, mnemonic identifiers. We also specify the
use of a hierarchical, list type structure to enter such data and similar
necessary information. This leads to data structures that comprise ex-
tendable data items within an appropriate data reference system allowing
maximum flexibility both to accommodate disparate types of data and to
allow ready extension to cope with new or additional data forms that might
need to be added after the establishment of basic lists or thesauri.
The master inventory file will consist of data items, each of
which describes a source or a set of identical sources. Each item will
include source identification data, source operating parameters, the set
of primary measurements from which emissions will be computed, and the
set of computed hourly emission values for each pertinent pollutant.
This inventory file is desU.iu.vi as the core of the whole inventory sys-
tem. It will be supported and maintained bj a gt-neral-purpose data
management system and by such special-purpose programs as may be required
for verification, emission computations, and production of data files
properly formatted for use a.s input to air quality models.
4, Task JD
Task D, i"he review of the existing emission data sources in the
Saint L-,;uis area, has been disappointing. Despite the fact that Saint
Louis ha:- beta the site of a number of advanced air quality studies and
has active and well-organi'/ed local air pollution control agencies, the
available emissions inventorv data is quite inadequate for the purposes
of RAPS. Although the emissions data that have been collected in the
area place it in the forefront of urban areas in the availability of such
information and the existing data fairly well meets (or met) the require-
ments for which it was collected, it falls far short of the new and highly
demanding requirements of RAPS. Spec!fica11v, the data do not provide
for hourlv resolution.
-------
The five major inventories considered are the IPP (1968), IBM
(1970), DAQED (1971), NATO (1971), and NEDS (1973) inventories. Of these,
the first four are now essentially of historical interest only. The NEDS
inventory contains the best current estimates and constitutes a valuable
source of general data for the broad requirements of RAPS. For the prin-
cipal purposes of RAPS (model verification and development and study of
atmospheric transformation processes), NEDS will serve as a basis for
developing the high-resolution RAPS Emission Inventory necessary to meet
the requirements of the modelers and others.
Thus, NEDS provides good information on point sources that is
of use in planning and implementing the RAPS inventory. In addition, it
provides basic inputs on area and mobile sources for the advanced pur-
poses of that inventory.
5. Task E
In this task, 28 existing emission models relevant to the ob-
jectives of RAPS were reviewed in detail. In \ppendix B, complete infor-
mal i
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gross, and much reliance is placed upon extensive interpolation procedures.
Since these modeling procedures are clearly of limited precision for use
in the context of RAPS requirements and since, in the absence of extensive
verification, confidence in their use must be guarded, it was not possible
to recommend the use of such models unreservedly for the RAPS program.
Certain models appear to have potential utility for the purposes of RAPS
depending upon the degree to which interpolation procedures will be needed
(as distinct from the preferable procedure of deriving emissions directly
from time resolved related data). These models are noted below.
In addition to the review of existing models, a brief analysis
is also made of the nature of and need for verification procedures. In
particular, a procedure is set out for evaluating the validity of mobile
source models by combining specially collected experimental data on traf-
fic volume with basic statistical data.
Another point addressed in detail is the degree of resolution
required for the specification of location of point sources. The inter-
play of source strength, stack height, lateral and longitudinal receptor
position, and atmospheric stability makes the definition of locational
precision complicated and complex. Accordingly, a new methodology is
developed to enable the varying interrelated factors to be considered
for any given circumstances, enabling the effects of positional error
to be assessed for any downwind distance or distance interval, and pro-
viding a recommended spatial resolution for each source specification
based upon stack height and emission rate. Finally, the role of natural
mechanisms in adding significantly to the man-made pollutant burden of
the Saint Louis region is considered.
The specific conclusions that result from the studies carried
out under Task E are listed here.
i
• No existing models adequately meet all the requirements
of RAPS.
• To provide emissions data with the necessary high resolu-
tion in space and time, it is recommended that
- Direct information of emissions or of factors deter-
mining emissions be acquired to the extent possible.
Where this is not possible (e.g., for small point
sources and area sources) the most suitable of the
existing models should be used in adapted and improved
form.
15
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• Specifically, for stationary sources
Direct data from emissions monitoring should be used
wherever available (probably only for the largest
sources, such as power stations).
Information on hourly fuel consumption rates, process
operations, and so forth should be obtained and used
to derive emissions for other large sources.
- Modeling procedures for small point sources and area
sources, based upon the models noted below, should be
used, but, with refinement of the input data wherever
possible.
- Recommended models are the Argonne model (for hourly
SC>2 from distributed residential, commercial, and in-
stitutional sources; and hourly SC>2 and heat from major
point sources) and the Systems Applications, Inc. (SAI)
model1'3 (for hourly NOV and HC from stationary point
.A.
and area sources).
For automotive mobile sources, we recommend that an
average route speed model be used with a link or line
source geometry supplemented with measured data of traf-
fic flow from fixed sensors on high volume freeways and
on selected arterials.
- The recommended models are the SAI model1'3 (for hourly
CO, NC> and HC with modified inputs derived from Stanford
j\.
Research Institute's model4 for spatial and temporal dis-
tribution of vehicle number and speed on a link basis for
primary traffic and area basis for secondary traffic).
- For other mobile sources, the recommended models are the
Geomet model (for diurnal emissions from river vessels
and railroads) and the Northern Research and Engineering
model as revised by Geomet (in preparation, for aircraft
emissions).
For both stationary and mobile sources, the Ontario De-
partment of the Environment 1971 Model for Toronto should
be referred to for overall guidance and planning method-
ology.
• For microscale studies under the RAPS program, the basic
inventory will need to be supplemented with special emis-
sion inputs. These should be obtained on an experimental
or project basis (e.g., the acquisition of detailed data
16
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from small stationary sources or for mobile sources, con-
tinuous and detailed monitoring of vehicle behavior in a
given area with the application of a multimodal emission
model to forecast emissions).
In view of the limitations of existing mobile emission
source models and the impossibility of resorting to direct
information, it is recommended that special steps be taken
to improve and verify such mobile emission models. Spe-
cifically,
- An experimental evaluation should be made of mobile
emissions models to refine the specification of process
input parameters and the accuracy of postulated input-
output relationships.
Parameterization of inputs for mobile emissions (statis-
tical database plus continuous measurement of vehicle
volume, speed, and mix on key links to generate a dy-
namic link-by-link inventory) should be verified on a
selective basis via aerial photography and/or side-
looking aerial radar.
- Parameterization of outputs from mobile sources should
be evaluated in various models to verify representation
of time-averaged emissions on a per-link basis taking
into account types of link and the impacts of deteriora-
tion, nix, road grade, drag, and so forth.
Of the pollutant emissions (CO, NOV, S00, H0S, nonmethane
x ^ £
HC, and particulates) from natural phenomena in the Saint
Louis area, nonmethane hydrocarbons may contribute a sig-
nificant background during summer daylight hours and should
be included in the RAPS emission inventory. Suitable proce-
dures to estimate these should be developed early in the
RAPS program.
In the context of the RAPS program, the accuracy of point
source locations is best considered in terms of the effect
of errors throughout the study area. Accordingly, we pro-
pose that a measure of error in source location be defined
as the integral value of the error over both the lateral
(crosswind) and longitudinal (downwind) directions.
17
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C. Recommendations
The following recommendations provide an outline of an operational
plan to derive the RAPS Emission Inventory.
• An initial survey should be made of point sources emitting over
100 tons per year of S00, NO , CO, or HC. The survey should be
£ X
based upon the information of the NEDS inventory, and as many
as possible of the sources should be inspected. An initial
assessment, based upon the nature and quality of the records
available, should be made on how each source should be treated
by group (according to the data collection procedure).
• With regard for budget and the results of the survey, detailed
plans should be made as to the number of sources to be treated
in each group, especially the number of individual source tests
to be made.
• Meanwhile, the proposed data handling system should be developed
and coordinated with the specific data management system actually
procured for the RAPS project.
• As soon as possible, effort should be applied to the development
and refinement of emission modeling procedures to meet the needs
of the RAPS inventory. Specifically, improved techniques of
handling shorter term input data for both point source and area
sources should be applied to the Argonne model and the SAI model.
For mobile sources, similar improvements should be made on the
basis of the SAI model with modified inputs derived from the
SRI model. A model must be developed to estimate summer day
emissions of nonmethane hydrocarbons from natural sources.
• Following the detailed plan developed from the initial survey,
an intensive program of source testing should be undertaken to
develop a reliable basis of emission factors or conversion fac-
tors to relate the routinely collected input data to the emis-
sions of specified pollutant on an hourly basis.
• Arrangements must be made for the routine periodic collection
of input data from the sources to be treated on that basis or
additional data for modeling purposes not acquired in the source
of the initial survey. Arrangements should also be made to in-
stall any necessary monitoring equipment provided under the RAPS
program for point sources or measuring traffic flow on selected
high volume freeways or arterials.
18
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Finally, the system should be operated on a routine basis follow-
ing the sequence noted in Task !; to provide data first on S()(
and \O and later <», CO and 11C.
x
In support of (he inventory development effort, tin1 follouin<;
inputs should he sought from otlur elements ot HAPS ,is e.irlv as
poss i h i e;
- Tests •)[ specific air qualit\ or d i spi >rs i on modi-Is should
be wad e to ascertain '-ens i t i \r i t \ ti> the pri-c i s i on ruid reso-
lution 01 emissions data, in (he Saint Louis ati',. (usit,^ \i.i)h
'ia t a a ;: a ba s j s ) .
- The \'icinitv oi identilied so that consid-
eration can b( 5'iven to t i'ea , i :ii; tlu>ni on an individual basis
even though they do noi em 11 ovc.'r 100 tons of pollutants prr
veai .
-------
Ill TASK A: DEFINITION OF POTENTIAL USERS AND USES
A. General
An emission inventory is a fundamental part of any air pollution
study. The Regional Air Pollution Study (RAPS) in Saint Louis is ex-
pected to be unique in scope and depth. Consequently, the emission
inventory contemplated for this study needs to be far more detailed and
accurate than those currently available.
The actual scope, content, and format of the RAPS inventory is de-
termined by its proposed use, and, in order to ensure that the inventory
will correspond as closely as possible to the demands placed on it by
future users, a survey was made to determine the characteristics desired
by potential users both within EPA and elsewhere. Primary consideration
was given to RAPS requirements. To complete the picture, the needs of
other potential users were then considered.
B. Summary
Although an emission inventory is a key information base for all
air pollution studies and control strategies, it is of direct use to
RAPS investigators concerned with the relationship between ambient
concentrations of pollutants and their source, that is, the modelers.
Other groups directly concerned with emission inventories are (1) the
regulatory agencies charged with the achievement and maintenance of the
National Air Standards (this group has the responsibility and authority
to collect and store emission data) and (2) other workers in the field
concerned with transportation problems, health effects, plant damage,
and the like (these groups are primarily concerned with ambient concen-
trations of pollutants of interest).
The requirements of these users are quite different. The modelers
are concerned primarily with those pollutants for which air quality
standards have been promulgated, that is, sulfur dioxide, carbon monox-
ide, hydrocarbons, nitrogen dioxide, and suspended particulates. The
information they require is very detailed (accurate location of the
sources, detailed information on emissions as a function of time, and
precise estimates of quantities emitted are all essential). The period
21
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for which such high resolution data is needed will vary considerably.
In many cases, model verifications will be limited to relatively short
periods, of, say, 48 to 72 hours, selected for representative meteoro-
logical conditions. Since such periods may not be readily determinable
until a later time, when the best combination of circumstances is deter-
mined, post facto, it is necessary to collect appropriate emissions data
on a continuing basis, parallel with the even more comprehensive contin-
uous measurements of air quality and meteorological factors.
The requirements of the people working with health effects or plant
damage, on the other hand, are quite different. The range of pollutants
of interest is very broad, including not only compounds of known toxic
effects such as mercury or cadmium but also an almost infinite variety
of compounds suspected of having an effect on plants or people. For
these purposes, detailed time resolution of emission is seldom required
(except in cases of accidents or unusual meteorological events) since
most effects are cumulative over long periods of time. Therefore, long-
time historical records on many substances are of main importance in de-
termining causative relationships of air pollution to health or vegeta-
tion effects.
State and local regulatory agencies are in a sense caught between
these two requirements. They have to maintain inventories adequate for
the enforcement of legal standards, and they would like to have records
of emissions that are potentially hazardous.
As RAPS may eventually include a number of investigations that cur-
rently are not well defined, it is essential to include in the inventory
design the flexibility required for the addition of other pollutants.
For the moment, however, the primary users of the RAPS emission inventory
are the modelers, and it is their requirements that have to be met. In
the following section the details of these requirements are delineated.
Table 1 summarizes the requirements.
C. RAPS Requirements
The Saint Louis emission inventory is of prime concern to the RAPS
research groups engaged in the development, evaluation, and refinement
of air pollution models. Several types of models are currently under
consideration or active study as part of one RAPS study plan;7 in this
plan, the four basic model types are emission, atmospheric structure,
transformation, and removal process models. Also being considered are
existing models that encompass one or more of the basic models, such as
some models that treat the generation and dispersion of pollutants from
certain transportation sources.
22
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Upon examination of the four basic models, it can be seen that only
the emission model is self-contained. The others exhibit various degrees
of interdependence. For example, a model of boundary layer structure
will need to account for the meteorological effects that result from
emissions of, say, heat and water vapor. Similarly, transformation
models must consider both emissions and atmospheric structure models,
while removal process models consider all three models. Thus, in assess-
ing the requirements of the various specific models, we need to recognize
that, while the primary emphasis of the particular model may be one thing,
it is quite likely and indeed probable that many of its input require-
ments derive from the structure of the other model components.
Up to now little effort has been devoted to the development of com-
prehensive or nonspecialized emission models. In fact, the development
of a framework for a RAPS emission model program is an objective of this
study. In the absence of an established emission model that the emis-
sion inventory would serve, we have surveyed the various model require-
ments for emission inputs so as to specify criteria and objectives for
such an inventory. These models and their requirements are discussed
below.
1. Atmospheric Structure Models
Atmospheric structure models describing transport and diffu-
sion within the planetary layer on a regional scale (<30 km) are being
developed at the Model Development Branch, Meteorology Laboratory, NERC,
Research Triangle Park, North Carolina. The specific requirements re-
lated to emissions are shown in Table 2. The model is currently under
development, and, hence, these requirements reflect our best judgment
based on available information. Three additional models used at the
Meteorology Laboratory of NERC are
• PTMAX, an interactive program that performs an analysis
of the maximum, short-term concentration from a point
source as a function of stability and wind speed.
• PTDIS, an interactive program that computes short-term
concentrations downwind from a point source at distances
specified by the user.
• PTMTP, an interactive program that computes, at multiple
receptors, short-term concentrations resulting from mul-
tiple point sources.
24
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Table 2
EMISSION INVENTORY INPUT REQUIREMENTS
FOR ATMOSPHERIC STRUCTURE (WATPIC) MODEL
Content of inventory
Time resolution
Spatial resolution
Preferred medium
Units
Source descriptors
Temporal variations
Level of confidence
SO , CO, particulates, heat, water vapor
£
1 hour
Point sources on ITM grid (.10.«L km)
Area sources on variable1 grid from 1 km"
Tape
Grams/second, watts
Stack height (meters), exit velocity
(meters/second), temperature (°K), stack
diameter (meters) '
Diurnal, daily, seasonal
Depends on source of data (stack sampling,
questionnaires)
We believe that the emission inventory input requirements of these
models are met by the specifications in Table 2. However, when the
manuals for these models become available, we will review those require-
ments.
2. Transformation Processes Models
.vhiny materials emitted into the atmosphere undergo not only
physical dispersion but chemical changes as well. We need to know the
whole life history of a pollutant, from emission through chemical and
physical transformation to eventual removal, before accurately predict-
ing the relationship of emission to air quality.
At present, the fate of six major pollutants is under investi-
gation by modelers at Research Triangle Park and outside contractors under
the guidance of the Chemistry and Physics Laboratory. The pollutants are
25
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sulfur oxides, nitrogen oxides, hydrocarbons, oxidant, carbon monoxide,
and particulates. The photochemical transformations have received the
most attention so far. The emission inventory inputs into this model
are listed in Table 3.
Table 3
EMISSION INVENTORY INPUT REQUIREMENTS
FOR THE TRANSFORMATION PROCESSES* MODEL
Content of inventory
Time resolution
Spatial resolution
Preferred medium
Units
Source descriptors
Temporal variations
Level of confidence
S0
NO
v,, iiu , GO, CO, HC, particulates (NO by com-
& X O A
pounds; HC by categories, e.g., paraffins, ole-
fins, aromatics)
1 hour
Point sources on UTM grid. Line sources (end
points) in UTM coordinates. Area sources on
2
variable-size grid from 1 km . Eulerian models
utilize a fixed rectilinear grid, while La-
grangian models may require a flexible grid
aligned along a given wind trajectory.
Tape
Grams, meters, seconds
See Table 1
Diurnal, daily, seasonal
Depends on source data
Principal candidate-model EPA contractors:
1. Systems Applications, Inc.
Beverly Hills, California 90202
2. General Research Corporation
Santa Barbara, California 93105
3. Pacific Environmental Services, Inc.
Santa Monica, California 90403
4. Systems, Science & Software, Inc.
La Jolla, California 92037
26
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3.
Mobile Sources
a.
Surface Vehicles
Emissions from mobile sources such as automobiles, trucks,
railroads, and vessels constitute an important segment of urban pollution.
They account for virtually all of the carbon monoxide, the bulk of hydro-
carbons, and a significant share of nitrogen oxides.
Since emissions from these sources are a function of the
speed, number, and type of vehicles and the traffic patterns for given
highway segments, they are best represented as line sources for heavily
traveled streets. Lightly traveled areas can be considered area sources.
Emission inventory inputs into transportation-related
models will require items indicated in Table 4. Emission requirements
of models that treat vehicular sources have been limited to the require-
ments of mesoscale transportation modes. Microscale models—those treat-
ing near-source effects—may have more stringent emission requirements
both in quantity, types, and precision of the data. Consequently, these
Table 4
EMISSION INVENTORY INPUT REQUIREMENTS
FOR VEHICULAR SOURCES MODEL
Content of inventory
Time resolution
Spatial resolution
Preferred medium
Uni ts
Source descriptors
Temporal variations
Level of confidence
CO, hydrocarbons (by types such as olefins,
paraffins, aromatics), NO , particulates
x
1 hour
Street segments. Endpoints (in UTM coordi-
nates), width (meters), center strip width
(meters). Type of roadway at grade, elevated,
o
cut section, street canyon. 1 km (minimum)
blocks for area sources.
Tape
Grams/second, meter
Mean speed (meter/second), traffic volume by
mix
Diurnal, daily, seasonal
Depends on source data (sampling, traffic
counts, simulated traffic patterns, and the
like)
27
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types of highly specialized requirements are not within the scope of the
basic inventory and will need to be obtained as a special task in conjunc-
tion with the particular microscale model experiments and evaluations.
b. Aircraft and Airports
Models dealing with pollutant emissions from planes on
the ground level and above airports are also being developed. These
are essentially microscale models dealing with the movement of individual
aircraft during landings, taxiing, and takeoff. The degree of detail of
emission data required for such a model (Table 5) is probably outside the
scope of a regional inventory.
This work is coordinated by the Model Applications Branch
of the Meteorology Laboratory, NERC, Research Triangle Park.
Table 5
EMISSION INVENTORY INPUT REQUIREMENTS
FOR MOBILE SOURCES (AIRPORTS) MODEL
Content of inventory
Time resolution
Spatial resolution
Preferred medium
Units
Source descriptors
Temporal variations
Level of confidence
CO, hydrocarbons, NO , particulates
X
Every flight: taxiing time, takeoff and
landing
Each runway, taxiway, gate, direction of
takeoff
Tape
Grams/second, meter
Type of plane
c.
Railroads and Vessels
The contribution of railroads and vessels to the air pol-
lution burden of the Saint Louis area is under investigation by the Trans-
portation Center, Department of Transportation, Cambridge, Massachusetts.
28
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The Center is conducting a study that will include a sur-
vey, an experimental program to obtain emission data and some dispersion
modeling studies. In the course of this work, the Center will be both a
user of and a contributor to the RAPS emission inventory.
The main pollutants of concern are SO and particulates.
4. Other Studies
a. Particulate Emissions
Visibility loss caused by suspended fine particles is one
of the most obvious manifestations of air pollution. Particles also may
be involved in gas phase reactions and provide one of the mechanisms for
the removal of nitrogen and sulfur oxides. Thus, the formation and re-
moval of fine particles is part of our understanding of atmospheric re-
actions and will ultimately have to be accounted for in models describing
such reactions.
Particles also play an important role in health studies,
since those fine enough to remain suspended for indefinite periods (2 to
3 microns) are breathed in and can deposit in the lungs. Thus, there is
a particular interest in this fraction of particulate emissions.
Studies are under way under the auspices of the Chemistry
and Physics Laboratory, NEHC-KTP, in the Saint Louis area to measure par-
ticle size distribution and their chemical analysis. Data on the emission
of particles are needed, including data on size distribution of major
sources. At the very least,, da+a on the coarse (greater than 3pJ and
fine (less than 3^) fractions should be obtained.
b. Various Analyses
In addition to the modeling studies dealing with the phys-
ical characteristics of air pollution, such as emissions, air movement,
or ambient concentrations of pollutants, the RAPS data are expected to
be used for a number of studies arid analyses dealing with the social,
economic, and political impacts of air pollution and its control. Most
of these studies will be based on long-term averages, and they do not
require the fine resolution the RAPS inventory will provide. Still,
they will profit from the increased accuracy of the new inventory.
29
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The development of an inventory of the scope and detail
of the Saint Louis study is in itself no mean achievement. On the basis
of the experience gained in this study, guidelines for improved emission
inventory procedures will no doubt be developed.
D. State and Local Control Agencies
The Metropolitan Saint Louis Interstate Air Quality Control Region
comprises two states—Missouri and Illinois—and 12 counties. Five
counties are in Missouri (Saint Louis City, Saint Louis, Saint Charles,
Jefferson, and Franklin); seven are in Illinois (Bond, Clinton, Madison,
Randolph, Saint Clair, and Washington). The Missouri counties are under
the jurisdiction of the EPA Region VII office at Kansas City, Missouri.
The Illinois counties are the responsibility of the EPA Region V office
at Chicago, Illinois. Saint Louis City and Saint Louis County have sepa-
rate air pollution control offices; the other Missouri counties are ad-
ministered directly by the Missouri Air Conservation Commission at Jef-
ferson City. The seven Illinois counties are under the jurisdiction of
the Illinois Environmental Protection Agency. The area is shown in Fig-
ure 1. The crosshatched areas are those covered more completely by mon-
itoring stations.
The ultimate purpose of the state and local control agencies is to
achieve and maintain the air quality that corresponds to at least the
national primary and secondary air standards, although states may estab-
lish more stringent standards. Thus, control agencies are concerned not
only with pollution episodes (emergency conditions), but also with long-
term pollution control programs aimed at a gradual reduction of air pol-
lution levels and with community growth planning as it relates to added
pollution. Ultimately, they are responsible for the effect of pollution
on the health of the community, its vegetation, and perhaps even weather
modifications.
1. City of Saint Louis
The Air Pollution Control Office, Department of Public Safety,
City of Saint Louis, has a source evaluation section in charge of the
emission inventory; it has identified some 16,000 point sources, but
reliable data are available primarily for the large sources. The sec-
tion's primary mission is enforcement rather than data collection.
The emission inventory is in the form of reports gathered by
inspectors. The data were not computerized. See Table 6.
30
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I
I
/ \
PIKE
L.
0 10 20 30 40 50
SCALE — km
EMISSION RATE — tons/day
• 10 - 100 of any single
± > 100 pollutant
SA-1365-33
FIGURE 1 METROPOLITAN SAINT LOUIS INTERSTATE AIR QUALITY CONTROL REGION
31
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Table 6
EMISSION INVENTORY INPUT REQUIREMENTS
OF THE AIR POLLUTION CONTROL OFFICE,
CITY OF SAINT LOUIS
Content of inventory
Time resolution
Spatial resolution
Preferred medium
Units
Source descriptors
Temporal variations
Level of confidence
SO (HC, CO), NO , particulates
^ X
Yearly average output
Point sources, UTM coordinates
Reports
Engineering
Stack height, exit velocity, temperature
Inspectors' reports
2. Saint Louis County
The Air Pollution Control Division, Saint Louis County Health
Department, like its Saint Louis City counterpart, is primarily an enforce-
ment agency. It has identified the major pollution sources (about five
that are emitting more than 100 tons per day, about 20 with emissions in
excess of 25 tons per day). Some modeling of sulfur dioxide concentra-
tions has been done, and some CO modeling is contemplated. The inventory
(Table 7) is based on inspectors' reports. The control of additional
pollution resulting from the growth of the area through proper land use
is under consideration.
3. Missouri Air Conservation Commission, Jefferson City,
Missouri
This agency has responsibility for the air quality of the state
of Missouri. It operates through county or local air pollution control
boards where such agencies exist, and it operates directly in other areas.
Its function is to promulgate and enforce air pollution standards for the
state of Missouri.
32
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Table 7
EMISSION INVENTORY INPUT REQUIREMENTS
OF THE AIR POLLUTION CONTROL DIVISION,
SAINT LOUIS COUNTY HEALTH DEPARTMENT
Content of inventory
Time resolution
Spatial resolution
Preferred medium
Units
Source descriptors
Temporal variations
Level of confidence
SO . NO , CO, EC, particulates
2 x
Yearly averages
Point sources on UTM coordinates
Printout or tape
Engineering
Stack height, exit velocity, temperature
None
Major sources have been updated and some
stack sampling is performed every six
months
At present, the commission maintains data on particulates, SO ,
id
NOX, total hydrocarbons, and CO. The data are based on an original sur-
vey carried out in 1968 (for particulates and 862 only), which has been
updated in 1970 by IBM to include the other three pollutants. It was
further updated in 1972 by Radian, Inc., and is now in National Emissions
Data System (NEDS) format.
Emission input requirements are similar to those shown in Table
7 for Saint Louis County.
4. Illinois Environmental Protection Agency, Division of
Air Pollution Control, Springfield, Illinois
The Illinois side of the Saint Louis Air Quality Control Region,
which is heavily industrialized, is under the jurisdiction of the Illinois
Environmental Protection Agency through its regional office (State Region
IV, Collinsville) and the central office at Springfield. The Surveillance
Section is in charge of the emission inventory, which is continually re-
vised and enlarged. Currently it contains information on about 2,500
sources, but it is expected to reach 14,000 sources. The inventory is
in the form of a computer printout, and it is used constantly as a guide
33
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for issuance of permits (surveillance), as a source of information to
other agencies and interested parties, and as an aid in modeling. The
modeling is contracted to Argonne National Laboratories, the State Im-
plementation Plan is based on the Argonne work. Emission inputs are
shown in Table 8.
Table 8
EMISSION INVENTORY INPUT REQUIREMENTS
OF THE ILLINOIS ENVIRONMENTAL PROTECTION AGENCY,
AIR POLLUTION CONTROL DIVISION
Content of inventory
Time resolution
Spatial resolution
Preferred medium
Units
Source descriptors
Temporal variations
Level of confidence
SO , CO, NO , HC, particulates
£ X
Quarterly, seasonal
Daily during air pollution episodes
Point sources: UTM coordinates ±0.1 km
Area sources by counties
Printout, tape
Engineering
Stack height, exit velocity, temperature
5. Federal Highway Department, Department of Transportation,
400 - 7th Street, N.W., Washington, D.C.
The Federal Highway Department, in cooperation with the Air
Data Office of EPA, will conduct a study designed to provide information
on driving patterns on highways in the Saint Louis area. This informa-
tion, in combination with emission data based on different driving modes,
will permit an accurate assignment of the contribution of automotive
traffic to air pollution in Saint Louis. The emission inputs necessary
for this study will have to be developed from dynamometer runs under
simulated driving conditions for the pollutants of interest (CO, hydro-
carbons, NO ).
x
34
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E. The Planning Agencies
1. East-West Gateway Coordinating Council
The East-West Gateway Coordinating Council (Laclede Gas Build-
ing, Saint Louis, Missouri) is a coordinating agency created to facili-
tate the land use and transportation planning for the Saint Louis metro-
politan area. II helps to coordinate the planning efforts of the Missouri
State Highway Commission, the Illinois Department of Transportation, and
various county and city planning dep;i tments. It has also received sup-
port from the U.S. Department of Housing and Urban Development and the
Federal Urban Mass Transportation Administration.
The council has produced a comprehensive Transportation Study
Report analyzing present problems and suggesting long- and short-range
solutions to transportation needs based on socioeconomic projections,
analyses of present traffic patterns, and estimates of future travel
demands. The council has generated an "Average Daily Traffic Volume
Summary" for the Saint Louis metropolitan area (1970), which is updated
yearly and constitutes a valuable source of information on mobile sources.
The council, thus, is both a source and a user of data on mo-
bile sources. Additional traffic data are available from
• The Illinois Department of Transportation, 930 St. Clair
Avenue, Fairview Heights, Illinois (Mr. Robert Kronst,
District Engineer),
• The Missouri State Highway Department, State Highway
Building, Jefferson City, Missouri (Mr. Carl Klam,
Highway Engineer).
• The Saint Louis County Department of Highways, 120 N. Gay
Street, Clayton, Missouri (Mr. Richard Daykin, Director).
• The Saint Louis City Traffic Department, City Hall,
Saint Louis, Missouri (Mr. Jim Bauman).
2. Industrial Waste Control Council
The Industrial Waste Control Council is an association of pol-
lution control officers from the major industrial firms in the Saint
Louis area. As the problems they face are to some extent common to all
of them, they share technical information and develop public relations.
Their members are probably in the best position to develop emission
35
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inventories for their respective companies, inventories which they need
to satisfy legal requirements. The data thus developed are generally
confidential and available only to organizations empowered to receive
them.
F. Research Programs
1. Metromex
Metromex is a joint program involving groups from Argonne
National Laboratory, Battelle Pacific Northwest Laboratories, University
of Chicago, Illinois State Water Survey, Stanford Research Institute,
and the University of Wyoming. It is basically a federation of individual
scientists with diverse sources of funding, but common or at least compli-
mentary research interests in the inadvertent weather modifications pro-
duced by large urban complexes through the interaction of their emission
of pollutants and their contribution to the energy balance of the area.
The study is centered in the Saint Louis area. Pollutants of interest
to Metromex are primarily suspended particulate matter. Thus, major
sources of particles, their physical properties and chemical analysis,
and their size distribution are all parameters of interest.
2. Community Health and Environmental Surveillance System
The Community Health and Environmental Surveillance System
(CHESS) is a national program that relates community health to changing
environmental quality. It consists of a series of standardized epidemi-
ologic studies designed to measure simultaneously environmental quality
and sensitive health indicators in sets of communities representing ex-
posure gradients for common air pollutants. The program is conducted
by EPA in cooperation with local public health agencies, universities,
and private research institutes. The purpose of the CHESS program is
• To evaluate existing environmental standards
« To obtain health intelligence for new standards
• To document health benefits of air pollution control.
One of the areas under study is Saint Louis.
As mentioned earlier, CHESS, like other health effect studies,
requires primarily ambient concentration data rather than emission data.
At present, it obtains such data from its own network of air monitoring
36
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stations sited within each CHESS community. Eventually, RAPS data may
be used. Since historical data on ambient concentrations are generally
not available, estimates of past pollutant concentrations have to be
based on past emission data from which estimated ambient concentrations
are derived via meteorological dispersion models. Thus, CHESS has some
need for emission data. The CHESS program is administered by the Human
Studies Laboratory at Research Triangle Park. The Bioenvironmental Mea-
surements Branch is responsible for obtaining exposure data for the use
of epidemiologists. Compounds of interest to these studies are shown
in Table 9.
Table 9
EMISSION INVENTORY INPUT REQUIREMENTS
FOR CHESS STUDIES
Content of inventory
Time resolution
Spatial resolution
Preferred medium
Units
Source descriptors
Temporal variations
Level of confidence
SO,
NO
particulates, especially sulfates,
nitrates,and organics (size fractionated, if
possible), hydrocarbons, Oo, CO, trace metals,
e.g., Cd, Zn, Pb, Hg, Cr, V, Ni, Cu, Mn, as-
bestos, benzo-a-pyrene, PCB, pollens
For acute studies: 1 to 4 hours
For chronic studies: cumulative exposures
School districts
Printout
Gram/cent imeter/second
Seasonal
3. University Research
Individual researchers at several of the universities in the
study area are engaged in work requiring knowledge of pollutant levels.
For example, at Washington University, Dr. Richard Gardener is conducting
37
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work in the area of thermal pollution— heat islands '—and constructing
an aerosol submodel in conjunction with other agencies. Dr. Christopher
Hill is studying the total (mining, processing, use, and disposal) envi-
ronmental impact of certain industries. At the Center for the Biology
of Natural Systems, Dr. Charles Lee is establishing pollution burdens
in rain and soil samples and in human tissues.
At Saint Louis University, Dr. Slavin is studying the relation-
ship of air pollution to health problems. There seem to be strong cor-
relations between airborne sulfates and asthma attacks, between S0? and
emphysema, and between carbon monoxide and heart attacks. His department
is collecting a daily pollen count and could make it available to the
RAPS inventory.
At Southern Illinois University, Dr. Al Kahn is carrying out
studies of the carbon monoxide and hemoglobin reactions.
As mentioned earlier in this report, these activities have
only a peripheral requirement for emission data at this point. However,
to a certain extent, the format of the inventory should be designed with
the potential to accommodate such data if they should become necessary.
4. Plant Damage
There are a number of compounds in the atmosphere that cause
vegetation damage either by reducing yield and growth or by affecting
the quality of the crop. Well over 90 percent of the losses are caused
by the following pollutants:
• Ozone
• Peroxyacetyl nitrate (PAN)
• Oxides of nitrogen
• Sulfur dioxide
• Fluorides
Out of 65 standard metropolitan statistical areas, the Saint Louis metro-
politan area is rated by Benedict8 16th with respect to potential damage
due to hydrocarbons, 24th with respect to oxides of nitrogen, and 18th
with respect to sulfur dioxide on a scale that takes into consideration
total emissions, meteorological factors, area, and stagnation periods.
Thus, plant damage constitutes a significant aspect of air
pollution in Saint Louis, something that should be taken into account
in setting up the emission inventory. Data on oxidants—ozone, PAN, and
38
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oxides of nitrogen—and sulfur dioxide would normally be covered by the
inventory. It may be advisable to make provisions for a fluoride inven-
tory as well. The main known sources of fluorides are aluminum, phosphate,
and ceramic plants.
G. Conclusions
The emission requirements data for RAPS are such that inventories
taken for other purposes—such as the Implementation Planning Program
(IPP) or air pollution control agencies—are inadequate mainly in the
degree of detail required for modeling studies. Since the verification
of atmospheric dispersion models is an early and major goal of RAPS, the
requirements of the modelers constitute the most important criterion of
the adequacy of the inventory.
The most important requirements for modeling are
• Pollutants
- From stationary sources: SO . CO, particulates, NO .
2 x
- From mobile sources: CO, NO , particulates, hydrocarbons
X
(by types).
• Resolution
Temporal: 1 hour
Spatial: Point sources—0.01 km.
Area sources—variable size grid from
2
1 to 16 (km) .
• Units. Depends on model, but always metric.
• Output programs. Depends on model. Inventory should provide
FORTRAN interface. Output to include source descriptors such
as location (UTM coordinates), stack height, exit temperature,
and velocity. For traffic models, description to include de-
scriptors of roadway.
• Area. The area to be covered coincides with the boundaries
of the Metropolitan Saint Louis Interstate Air Quality Region.
Alternatively, it could be resolved to a smaller, more central
area covering only the City of Saint Louis and the Counties
of Saint Charles, Jefferson, Saint Louis, Monroe, Madison, and
Saint Clair (Figure 1).
39
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• Time. The period will vary considerably. In some cases, model
verifications will be limited to relatively short periods (48
to 72 hours).
The requirements of other study groups, such as the health study
workers, are more extensive, but generally less intensive. They require
the system to store and retrieve information on many compounds, but the
demands for spatial and particularly temporal resolution are much less
critical.
Special programs, such as Metromex, have specific requirements for
certain categories of pollutants, which may or may not be satisfied by
a general emission inventory.
40
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IV TASK B: EMISSION INVENTORY CONTENT
A. General Principles
1. Introduction
As is shown in Section III, there are numerous agencies and
groups--both inside and outside the RAPS program—that have actual or
potential needs for emission inventory data from the Saint Louis Air
Quality Control Region (AQCR). Wide differences exist in the specific
data requirements of these agencies, particularly with respect to the
time resolution of the estimated emissions. However, the most demanding
requirements are set by the need to verify experimentally various multi-
source atmospheric dispersion (air quality) models. In particular, the
emission inventories used for this purpose must provide a high degree of
time resolution, giving emission estimates at one-hour intervals. A high
degree of spatial resolution is also required.
Other possible users of emission inventories surveyed under
Task A have generally far less demanding requirements. In particular,
they do not commonly need the refinements of time resolution required for
short-interval dispersion modeling. If they use the emission data for
air quality modeling at all, it would probably be to estimate relatively
long-term, average pollutant concentrations. Others may use inventory
data only for surveillance and for determining the priorities for regu-
latory programs. In any case, the high-resolution emission inventory
designed for use in dispersion model verification will be more than ade-
quate for any of the other uses.
Attempts have been made previously to verify experimentally
predictions of short-term air quality made from dispersion models. How-
ever, the source emission data fed into the dispersion models have been
derived primarily from long-term average emissions (e.g., annual emis-
sions), at least for stationary sources. Furthermore, most of the annual
emission data have been derived by applying emission factors to survey
information on fuel consumption and materials flow, rather than by making
direct measurements. Estimates of hourly emmissions have been derived or
extrapolated from the annual rates by more or less elaborate calculation
procedures (see Section VII). The resulting compilation of extrapolation
procedures, algorithms, and correlations for simulation of short-term
41
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emissions may be described, for lack of a better term, as an emission
model. Unfortunately, the errors and uncertainties, both in the basic
data and in the assumptions required for their extrapolation, are so
great (or so indefinite) that estimates of hourly emissions derived from
gross annual emissions cannot be relied upon for the critical tests of
short-term air quality predictions to be carried out in RAPS.
At best, the predictions of pollutant concentrations from an
air quality model can be no more precise than the source emission data
used as input to the model. In addition to errors in emission data, other
sources of error in the predictions, besides the inherent limitations of
the dispersion model itself, include the description and measurement of
the atmospheric structure, the measurement of the actual pollutant con-
centrations, and the representativeness of the pollutant concentrations
actually measured. Assuming that sufficient care is exercised, we can
estimate source emissions more accurately than any of the other input
data to the air quality model. The level of effort needed to ensure the
accuracy of the emission estimates rises rapidly as the required accuracy
is increased, particularly as the time resolution is extended to shorter
and shorter periods. Nevertheless, the emission estimates, being the
least equivocal of the inputs to the air quality model, should be made
accurately enough to ensure that they do not become the limiting factor
in the testing of the model.
There is no practical way by which the emissions from all sources
can actually be measured during the particular hours in which the test of
an air quality model is carried out. Consequently, it is necessary to
employ simulation techniques to estimate the hourly emissions from most
sources, a process that also can be described as emission modeling. How-
ever, such emission modeling should involve as little extrapolation oi data
as possible. In particular, the emission model for a particular source
should, where possible, contain an independent variable to be evaluated
from data collected in real time at the source. Such data can, as in an
extreme case, indicate whether the source was actually in operation during
the period of time under consideration. In the general case, the data
should indicate the value of some variable having a functional relationship
to the emission. Most directly, in sources having continuous monitoring
systems, the variable may be the concentration of the specified pollutant
in the waste gas. In other cases, it may be a quantity such as the rate
of firing of fuel. At all important sources, the relationship between the
emission and the chosen independent variable should be established from
actual measurements. Such measurements essentially constitute a calibra-
tion of the emission model. It will, of course, be necessary to redeter-
mine the relationship between the independent variable and the emission
(recalibrate the model) whenever there are significant changes in the mode
of operation of the source.
42
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It is feasible to carry out an emission inventory of the fore-
going type for the Saint Louis AQCR and to store hourly values of the
chosen independent variables and of the corresponding emission estimates
for an appropriate period (for two or three years if desired). However,
the process is necessarily difficult, time consuming, and expensive. It
should therefore be carried out only for the minimum number of pollutants
necessary for verification of atmospheric dispersion models; as discussed
in Task A, these are considered to be SO , NO , HC, and CO. The inventory,
x x
which should be adequate for use in verification of mesoscale atmospheric
dispersion models, may be designated as the RAPS Emission Inventory.
It should be appreciated that the RAPS Emission Inventory will
be essentially separate and distinct from the existing National Emissions
Data System (NEDS) Inventory, which was compiled under far less demanding
criteria. Some information from the NEDS Inventory will be useful in the
RAPS Inventory; for example, the NEDS Inventory locates and identifies
stationary point emission sources and indicates their relative magnitudes.
Some of the data in the NEDS Inventory relative to area sources and some
small point sources may be, if carefully evaluated, adequate for inclusion
in the RAPS Inventory. In addition, NEDS will provide the needed data
on emissions for purposes that do not require high resolution data of the
principle pollutants covered by the RAPS Emission Inventory.
For some anticipated microscale atmospheric dispersion studies,
very high degrees of temporal and spatial resolution of emissions may be
required for specific, small areas. Again, for particular studies, higher
resolution data may be required for a pollutant and included in the RAPS
Emission Inventory. The precise requirements for emissions data in such
cases will vary considerably, and cannot be anticipated at this time.
Specification and execution of these special emission data collections are
basically research tasks that will be best handled by the research project
staff carrying on the dispersion studies.
2. The Emission Inventory System
The following discussion is intended to provide an understanding
of the general process by which information is generated and flows through
the proposed RAPS Emission Inventory system and is intended to present
definitions of terms (see Figure 2).
It should be appreciated that, whereas the eventual emission
inventory is organized primarily according to pollutants, the execution
of the inventory is necessarily organized primarily according to sources
(the manner in which the original data must be obtained). The process
43
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DATA
SURVEYS
INTERMITTENT
EMISSION
MEASUREMENTS
CONTINUOUS
EMISSION
MONITORING
PROCESSED EXPERIMENTAL
AND ANALYTICAL DATA
ON EMISSIONS
EMISSION SOURCE
OPERATING
VARIABLES
BASIC SOURCE
DATA FILE
CONTINUOUS
EMISSION
MONITORING
EMISSION
MODEL
\
EMISSION SOURCE
OPERATING
VARIABLES
1
EMISSION
ESTIMATES
EMISSION
INVENTORY
Output
FIGURE 2 EMISSION INVENTORY SYSTEM
SA-2579-42
44
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by which the RAPS inventory is to be carried out is essentially conven-
tional; however, the special emphasis on and treatment of certain steps
is determined by the high degree of temporal and spatial resolution
required to meet the specific requirements of RAPS such as verification
of atmospheric dispersion models.
Original information from emission sources is to be compiled
from data surveys and, as far as possible, directly from intermittent
measurements or continuous monitoring of the sources themselves. Sub-
sidiary data on the operating variables and parameters of the sources
must be collected so that correlations can be made between the variables
and parameters and the actual measured emissions. The source variables
are to be quantities that are--or can be--routinely measured as part of
the source operation. Hence, once a correlation is established, the
measurement of the variable can be substituted for the more difficult
operation of measuring the actual pollutant emission.
For a relatively small number of the largest point sources, it
is anticipated that continuous analyzers will be installed to monitor the
concentration of key pollutants (SOg and NOX). For the remaining point
sources as far as practicable, reliance must be placed on intermittent
manual measurements of emissions correlated with continuously measured
process variables as described above, rather than upon the use of exist-
ing emission factors, although the latter can be used in certain cases.
For the smaller point sources, and for area and line sources
(stationary and mobile), individual emission measurements will not be
made, but more accurate emission factors than are currently available for
typical sources must be derived from a sampling program.
Processing procedures for the raw data will depend on the nature
of the information. At least initially, computation of the emissions from
raw experimental data will probably be most conveniently carried out
manually. Once the processed data is suitably organized, it is to be
stored in the Basic Source Data File, which then is the source of infor-
mation required for creation of the Emission Model for each source cate-
gory of sources.
The emission model in this context is essentially a collection
of correlations or algorithms that permit calculation of estimated emis-
sions from readily or routinely measured operating variables and parameters
of the various emission sources (as discussed above). The relationships
must be worked out from the basic source data; they may range from simple
to complex, depending on the nature of the emission sources.
45
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To generate specific emission estimates, it will be necessary
to supply to the emission model particular values of the independent
emission source variables pertinent to the desired time interval. These
input data must be collected from the sources on a continuing basis over
whatever time period is required. The Emission Estimates thus generated
provide the input to the Emission Inventory.
The Emission Inventory will consist of the compiled and stored
estimates of the hourly emissions of the specified pollutants on an
hourly basis for the time period (two or more years) of interest to the
RAPS program. The emission estimates corresponding to any chosen sequence
of one-hour intervals will then be withdrawn from the Emission Inventory
to form input for the air quality models and other purposes.
B. Precision of Emission Estimates
Since the requirements for the emission inventory are to be set by
the needs of dispersion modeling, it is necessary to specify, within some
limits, what degree of agreement between predicted and measured pollutant
concentrations will be considered to constitute a verification of a dis-
persion model. While the work of Hilst9 discussed below approaches this
issue, no such specification of model precision has been made. Modelers
have thus far simply striven to obtain the best results that they could
get. In tests of models made to date, it has been common to encounter
deviations of ±50 to 100 percent or more between predicted short-term
pollutant concentrations and the measured values. Better results are
reported for prediction of long-term average concentrations.
An ideal multisource atmospheric dispersion model would permit
accurate prediction of the concentration of a specified pollutant at any
desired point in the geographical region of interest over as short a time
interval as might be of practical interest. In practice, it is necessary
to compromise the requirements for the model with respect to both temporal
and spatial resolution. In addition to the inherent limitations of a
model itself, the precision of measurement of emissions and meteorologi-
cal variables and the practicability and precision of measuring atmospheric
pollutants in the field set practical lower limits on the time intervals
and the receptor areas that can be considered.
The predicted pollutant concentration is assumed to represent the
average value within one square kilometer, which is the smallest element
of the standard geographical coordinate grid. The pollutant concentra-
tion measured by a single monitor will bear a relation to the average
concentration that will be determined by the distribution of the pollutant
46
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over the specified area. The distribution of the pollutant will depend
on the geographical and topographical characteristics of the area. The
distribution will therefore vary not only from one grid area to another,
but also within any one grid area under different circumstances and at
different times.
Other experimental studies in the RAPS program are expected to address
the problem of the spatial variation of pollution concentrations within the
receptor area. However, where it is necessary to employ a single monitor
for one square kilometer area, the relationship of the measured concentra-
tion to the true average concentration for the area will necessarily be
statistical and subject to a greater or lesser degree of uncertainty.
For such studies, or the development of microscale submodels designed
to couple the regional scale models to specific localities or points where
measurements are made or air pollution effects are significant, special
efforts must be made to collect detailed emission data on an experimental
basis. The routinely collected d;i t a of the RAPS Emission Inventory should
be designed to serve the broader scale needs of the modelers on a con-
tinuing basis.
It will be important, however, to make a special check in the vicinity
of each permanent monitoring station (say within a radius of one kilometer)
to ensure that any point or other source that could significantly effect
the representativeness of readings made at the monitoring station, are
taken into account. For example, it may be found necessary to treat an
office building heater system efflux as a specially considered point source,
rather than as part of a nonspecified area source. Alternatively, if such
consideration cannot be made in connection with the emission inventory
system, steps should be taken by those responsible for air quality moni-
toring to develop weighting or calibration factors for the station in
question, or even to set its readings aside for certain purposes under
particular wind conditions
As stated above, it is essential that the precision of the pollutant
emission data not limit the precision of the dispersion model. The dif-
ficulty of attaining highly precise measurements or estimations of pollut-
ant emissions increases rapidly as time intervals are shortened. Hence,
it is necessary to make compromises between precision and the cost and
difficulty of measurement and estimation.
The question of the significance of errors in specifying the strength
or location of sources has been addressed in Section VII, especially in
terms of the precision needed in defining position. The sensitivity of air
quality models to such errors is a complicated question and specific to
47
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each model and each area. The work of Hi 1st" in a case study of the
TRC Model in Connecticut is indicative of what can and should be done
for the major models to be tested in the RAPS program. Depending upon
the resolution in space and time of the predictions made by an air
quality model, Hilst's findings in New England are encouraging because
the cancelling effect of random uncertainties minimizes the errors due
to inaccurate point source data. Most serious errors can result from
systematic inaccuracies, such as those introduced by incorrectly esti-
mating area sources, and the smaller the proportion of the total inven-
tory reported in this way the better. It is recommended that as early
as possible, specific studies (based initially on NEDS data) of the type
reported by Hilst be performed to provide information on the effects of
varying the degree of precision of emissions data in Saint Louis, espe-
cially in terms of hourly resolution. In the meantime, it is highly
desirable to develop the most detailed and accurate emissions database
economically feasible in Saint Louis, both to ensure the best support
of the air quality model studies and to provide the base data for re-
search in emission modeling methodology.
C. Inventory Resolution
1. Temporal Resolution
As is indicated above, the difficulties both of formulating
an adequate dispersion model and of testing it increase rapidly as the
time interval is shortened. Ideally, a model should be capable of pre-
dicting the atmospheric concentration of a pollutant over the shortest
interval for which an air quality standard is specified. In fact, it is
probably impractical to specify an interval shorter than one hour. One
limitation is that it is practically impossible to specify significant
values for the pollutant emissions from most sources for periods of less
than one hour. Indeed, it is difficult even to make precise estimates of
emissions for periods as short as one hour, at least without making direct
measurements in the particular time interval of concern. In view of these
considerations, the minimum time interval to be considered may be set at
one hour. This degree of time resolution has been accepted by most
modelers.
2. Spatial Resolution
Stationary sources fall into two categories: point sources
and area sources. The distinction between the two is generally arbitrary;
point sources are those having emissions of a specified pollutant in excess
of some selected minimum value, and they are treated individually. Smaller
48
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sources within a selected region are aggregated, and their total emission
is assumed to arise uniformly from the area.
Choice of the minimum emission rate for specification of a point
source obviously depends on the nature of the pollutant and the ratio of
the emission from the particular source to the total emission from all
sources.
x
Specification of the location of a source, whether a point or
an area, is to be made by reference to UTM coordinates- The precision
required in specifying the position of a source is also partly related to
the position of the receptor. Some dispersion modelers have asked that
the position of point sources be determined within +10 meters. From the
standpoint of a nearby receptor, the physical size of the stack or vent
may be appreciable; large stacks may be 10 meters or more in diameter,
and some building vents may be still larger in their principal dimension.
An objectivi method for determining the spatial resolution required is
presented in Section VII.
The method enables one to estimate the allowable error Ay, in
the cross wind position of a source (for any specified stack height,
source strength, wind velocity, and stability conditions), as it affects
pollutant concentrations at given downwind distances. "Allowable error"
is defined arbitrarily by comparison with a reference source strength—
e.g., the 100 tons/year commonly used as the lowest value for point
sources, and a reference positional error—e.g., 100 m, the resolution
of most current inventories.
Although such a high degree of precision in specifying location
may only be necessary in a limited number of applications, it is recom-
mended that wherever possible the location of point sources be reported
with a resolution of ±10 meters. Although existing data (in NEDS) is only
specified to ±100 meters, additional surveys of significant sources will
have to be made in any case, and it would therefore be readily possible
to obtain the further locational data at that time.
As noted above, verification of microscale dispersion models
will generally be special exercises. They will require finer spatial
resolution and more detailed specification for local sources than will be
required for tests or use of the mesoscale models. This finer degree of
resolution can be incorporated into the general emission inventory for the
entire area covered by the major dispersion models. However, the addi-
tional time and cost required may not be justified, since the increased
resolution will probably never be required except in relatively few small
areas being treated in the microscale dispersion studies. It is more
practical to make special, fine-resolution inventories for the particular
limited areas of the microscale studies.
49
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D. Pollutants
1. General Discussion
Initially, inventories must be carried out for those pollutants
that are to be used in model verification. In principle, it would be
desirable to carry out the inventories simultaneously for as many of the
pollutants as possible, particularly where surveys of the same sources
are involved. But in practice, it may not be entirely feasible to do this,
because the basic data may simply not be available for all of the pollu-
tants at the same time. Acquisition of adequate data on emissions of
nitrogen oxides and hydrocarbons will probably take much longer than will
the gathering of equivalent information for sulfur oxides.
2. Nonreactive Gases
Although none of the major pollutant gases that may be used in
tests of dispersion models are actually nonreactive, both sulfur dioxide
and carbon monoxide are relatively unreactive in relation to the time of
dispersion that is of primary interest to dispersion model verification.
Carbon monoxide is the more inert of the two. However, sulfur dioxide
has the advantage that its reaction products (sulfuric acid mist and
sulfates) can be traced by chemical analysis, whereas the identity of
carbon monoxide is lost after reaction.
Carbon monoxide is best suited to testing models of dispersion
from automotive sources, since these are by far the major sources of this
pollutant. It will be necessary, nevertheless, to inventory stationary
sources, since their contribution to the ambient concentration of carbon
monoxide may be appreciable in relation to the model testing.
It has been found that large quantities of carbon monoxide are
produced in nature by the oxidation of methane in the atmosphere. Carbon
monoxide is removed from the atmosphere by microorganisms in the soil.
The background concentration of carbon monoxide in the atmosphere is
determined by the balance of the natural removal processes and of the
natural and anthropogenic formation of the compound. It is unlikely that
either natural formation or natural removal is important on the time scale
of concern to the dispersion studies and within urban areas, where high
concentrations of carbon monoxide may be generated. Task E presents a
more detailed discussion of natural emissions-
Sulfur dioxide is best suited to use in testing of dispersion
models for pollutants from stationary sources, since relatively little is
50
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emitted from mobile sources. It is more reactive than carbon monoxide
and more subject in the atmosphere to the action of various removal
processes. The oxidation of the sulfur dioxide to sulfur trioxide re-
sults in conversion to an aerosol (sulfuric acid mist), and subsequent
or coincident reaction of the sulfuric acid with ammonia or other basic
materials in the atmosphere results in formation of solid aerosols. If
the time interval of interest to the dispersion study is no more than a
few hours, these reactions will probably not be of great consequence.
Fortunately, it is possible to sample for both sulfur dioxide and the
sulfate aerosols and, thus, to deduce the probable history and dispersion
pattern of the total sulfur originally being discharged to the atmosphere
as sulfur dioxide. (About two to three percent of the sulfur emitted
from combustion processes is usually already in the form of sulfur tri-
oxide . )
Sulfur dioxide and its reaction products may be removed, or
scavenged, from the atmosphere by a variety of mechanisms. The sulfur
dioxide may be absorbed by vegetation or reactive solid surfaces or be
adsorbed by a variety of solid surfaces. It may also be absorbed by rain
drops. The sulfuric acid or sulfate aerosols may be rained out or washed
out or may be mechanically deposited by inertial, diffusional, or gravita-
tional mechanisms. In time, the aerosols will also coagulate, increasing
the particle size and accentuating particle deposition by the inertial and
gravitational mechanisms. The coagulation mechanism will be strongly
affected by the total concentration of particulate matter present in the
atmosphere
In general, the influence of the various removal or scavenging
processes on sulfur dioxide should be much greater than the corresponding
influence on carbon monoxide. Allowances must nevertheless be made for
the depletion of both pollutants by the various removal processes, but
determining these adjustments is, of course, a task separate from the
emission inventory. Estimating the depletion of the emitted pollutants
is, in fact, an inherent part of the formulation and development of the
dispersion models. It will call for an extensive supporting experimental
program.
3. Reactive Gases
The most important transformation process involving major air
pollutants is the photochemical reaction of the nitrogen oxides with hydro-
carbons to form PAN and ozone. The nitrogen oxides are contributed in
roughly comparable amounts by both stationary and mobile sources, which
51
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also contribute the hydrocarbons. Consequently, it is necessary to
devote comparable attention to an inventory of emissions of both of these
types of pollutants from both classes of sources.
As they are present in waste gases at elevated temperatures, the
nitrogen oxides are primarily in the form of nitric oxide (NO). Partial
conversion of the NO to nitrogen dioxide (NO2) takes place primarily after
the waste gases are cooled and mixed with ambient air. There appears to
be no compelling reason why the distribution of NO and NOg in the hot
waste gases need be determined or specified as part of the emission inven-
tory. The subsequent distribution of the two species in the atmosphere
is, of course, of critical concern in the transformation models, but it
will have to be determined from separate experimental and analytical
studies.
Developing an inventory for nitrogen oxides presents special
problems. Most of the nitrogen oxides are formed by fixation of atmo-
spheric nitrogen at elevated temperatures in the combustion processes, and
the quantity formed is dependent on the temperature reached, the residence
time at high temperature, the size and configuration of furnace or other
combustion devices, the amount of excess air present, and any other fac-
tors that may influence the time and temperature history of the combustion
gases. The nature of the fuel also influences the formation of nitrogen
oxides, primarily through those fuel properties that affect the time and
temperature relationships--flame temperature and flame emissivity. Any
nitrogen compounds in the fuel may also be partly oxidized. Hence, the
quantity of nitrogen oxides emitted from a given piece of combustion
equipment cannot be estimated from first principles by any currently
available methods. Strictly, it must be determined experimentally for each
device and each operating condition.
Fortunately, the range of variation in nitrogen oxides formation
is not so great that reasonably representative values cannot be obtained
by testing specific types of devices over appropriate ranges of operating
conditions. Nevertheless, extensive source sampling will be required to
obtain adequate information for a precise emissions inventory.
Inventory of the hydrocarbon gases and vapors presents a poten-
tially complicated case because of the very large number of different
organic compounds that may be emitted and that may also vary widely in
photochemical reactivity. It is completely impractical even to attempt
to inventory emissions compound by compound, except in instances where,
for example, a relatively pure, known compound is lost by vaporization.
Probably the most that can be done in a practical way is to identify the
organic compounds by major groups or classes (e.g., paraffins, olefins,
52
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diolefins, aromatics, alcohols, ketones, and so on). For the most part,
even this will require a major source-sampling program. Identification
and quantitative determination of the classes of compounds, alone, will
call for a large analytical effort. Hence, it is essential to keep the
scale of the sampling and analysis to a minimum consistent with attain-
ment of the program objectives.
4. Particulate Matter
The development of dispersion models for particulate matter, as
well as efforts at verification, are well behind comparable developments
for dispersion models for gases. The dispersion of particulate matter is
more complex than that of gases, since the dynamics of the particles are
strongly affected by the particle size, as are the removal processes that
result in a decay of the particulate cloud. In addition, the nonspecific
nature of most particulate matter makes it difficult, if not impossible,
to identify the source of the material, trace its path from source to
receptor, and allow for losses resulting from removal processes.
In using simple dispersion models, it has been common for workers
to assume that all dust emitted from emission sources remains airborne and
contributes to the resulting atmospheric concentration of suspended par-
ticulate matter at the receptor. Such an assumption is highly unrealistic,
since relatively coarse particles will, in fact, tend to settle out. Rel-
atively fine particles (about 10 microns in diameter and smaller) are
frequently assumed to behave more or less like a gas; this is a fairly
safe assumption, but one still subject to somewhat indeterminate errors.
Making a realistic test of models concerned with particulate
formation or dispersion would require the following information:
• The quantity of particulate material emitted from each
source and the distribution of effective particle sizes
of the particulates. It should be noted that the effec-
tive particle size distribution, which may reflect
particle flocculation, is not necessarily the same as
the distribution that may be indicated by the measuring
techniques commonly employed.
The particle size should, of course, be expressed in
terms of the Stokes diameter (i.e., the diameter of
the equivalent spherical particle of the same density
that would have the same terminal settling velocity as
the particle in question).
53
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• The extent to which particles of each size are de-
posited by removal processes during passage over the
terrain between the source and the receptor. No
essential quantitative information is available on
these phenomena. The technical problem is similar
to that of determining the efficiency of dust col-
lection equipment in the collection of particles of
various sizes. However, the studies of particle
deposition from the open atmosphere are necessarily
less controllable than experiments with dust collec-
tors, and work in even the latter field is not well
advanced from the standpoint of basic science and
technology.
Determination of the mass emissions and particle-size distri-
butions of particulates emitted from even the major sources alone would
require a major experimental program. The experimental methods and
procedures for determination of the effective particle size of the mate-
rials as emitted are still poorly developed. In addition, the study of
particle deposition from the atmosphere calls for a far greater experi-
mental effort. If a comprehensive effort is to be made at confirmation
of particulate dispersion models using particulates normally discharged
from various sources, a lengthy and costly preliminary experimental and
theoretical investigation will be required. Although information on
particulates is noted as a requirement by a number of users identified
in Task A, there is no evidence that the implications of including such
data have been seriously considered.
It is therefore open to question whether an attempt to verify
particulate dispersion models should be made using the actual particu-
lates emitted from various sources. An alternative procedure using
particulate tracers may be usable with less preliminary work and less
expense and at an earlier date.
Use of particulate as well as gaseous tracers has already been
proposed as a part of the RAPS program for tracing wind movements and
plume dispersion. Conversely, it is possible to use synthetic particu-
lates prepared from tracer materials (e.g., dyestuffs) to test predictions
of particulate concentrations at various receptor areas, and also to get
a relatively direct measurement of the depletion of the particulate cloud
in its movement from source to receptor. The synthetic particulate matter
can be produced within reasonable ranges of desired particle size, and it
can be discriminated from other particulate matter in the atmosphere by
its chemical or physical characteristics. The most convenient materials
of this kind are those that can be measured by colorimetric or fluoro-
metric techniques.
54
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If the synthetic particulates can be used for the testing of
the dispersion models, there will probably be no need to develop a par-
ticulate emission inventory that has a high degree of resolution with
respect to time intervals and particle-size distributions. This will
result in major savings of both cost and time.
For the other purposes of RAPS, e.g., research on transformation
processes, there may be a need for detailed information on particulate con-
centrations with high temporal and spatial resolution. Because of the
difficulties noted above, however, it is suggested that research studies
for these purposes be planned to avoid, as far as possible, dependence
upon general source emissions data. Better results can be achieved by
special monitoring of only the critical sources in a carefully selected
area. The alternative is an extremely costly and difficult inventory
development program.
In summary, it is proposed that data on particulates should
not be included in the high-resolution RAPS inventory emission, since the
means are not currently at hand either to acquire the full range of data
that may in principle be required or to employ the information effectively
if it were obtained.
5. Other Pollutants
In the RAPS area, only a few agencies have indicated an interest
in obtaining inventories of pollutants other than the major ones discussed
above, and none of the agencies that did were concerned with short-term
dispersion modeling. Local and state regulatory agencies were interested
in emission inventories for designated hazardous air pollutants, including
mercury, beryllium, cadmium, lead, and asbestos. They called only for
quarterly or yearly average emission rates or, at most, for daily average
emissions during air pollution episodes.
The CHESS program includes consideration of a wider number of
trace materials as pollutants including cadmium, zinc, lead, mercury,
chromium, vanadium, nickel, copper, manganese, asbestos, benzo-a-pyrene,
and polychlorinated biphenyls. Although CHESS relies mainly on air con-
centration measurements obtained from its monitoring network, it will
probably require estimates of relatively long-term average concentrations
in the years before the air monitoring network was established. Thus, it
may be necessary to prepare estimates of emission rates for these earlier
periods, so that the atmospheric concentrations at those times can be
calculated from use of dispersion models.
55
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In general, there is little point in attempting to carry out
emission inventories for pollutants other than the major ones discussed
above until such time as the precise requirements are specified by the
potential users. Variations in the required precision and the time and
space resolution can greatly change the costs and time required for the
inventory.
6. Heat and Water Vapor Releases
Although not pollutants, sensible heat and water vapor releases
are of interest to meteorology and dispersion modeling because of their
effects on atmospheric stability. Studies are now being made of the
effects of the urban "heat island. The sensible heat and water vapor
content in waste gases can generally be calculated readily from data that
will be collected in the course of the emission inventories for sulfur
oxides, nitrogen oxides, and particulate matter. The heat transferred to
the atmosphere by convection and radiation from the surfaces of buildings,
paved areas, and the earth must, of course, be estimated by separate pro-
cedures not related to the emissions inventory.
The temperatures and volumetric flow rates of the waste gases
will be part of the information collected during the inventories. Hence,
it will be possible to calculate the sensible heat content of the gases
above the ambient temperature level. For combustion processes, it will
generally be possible to calculate the water vapor emission from the
quantity and the hydrogen content of the fuel burned. For some other
fuel-burning operations, such as direct-fired drying, the water vapor
present in the waste gas will greatly exceed that formed by burning of
the hydrogen in the fuel. However, the water vapor content of the gas
may be obtained during the sampling for various pollutants. Sometimes
data on the process may permit calculation of the water content of the
gas.
E. Source Categories
1. Classification Scheme
A general classification scheme for emission sources is pre-
sented in Table 10. It is broad enough to encompass all emissions of
pollutants from all sources. The source categories (stationary and
mobile) and subcategories (area, line, and point) are convenient from
the standpoint of dispersion modeling as well as from inventory orga-
nization. The division of source processes into combustion and
56
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Industrial power and steam plants will usually display
load patterns substantially different from those of the public utility
plants serving the general area. Where the manufacturing plants are
operated on a 24-hour basis, both the electrical power and the steam
required for process use should in general represent fairly steady loads.
On the other hand, the power and steam plants will be essentially if not
completely shut down when the manufacturing plant is out of operation.
The power and steam required for heating and air conditioning the plant
will superimpose a fluctuating load on that resulting from process re-
quirements.
The nature of the load cycle in an industrial power plant
will also be affected if the plant is tied into the public utility power
grid. In such cases the plant will usually send power into the public
system when power demand is low in the manufacturing plant and draw power
from the public system when demand is high.
Depending on the type of manufacturing, electrical loads
may exhibit cyclic behavior, sometimes over relatively short intervals
(e.g., electrical power loads in a steel rolling mill). Batch chemical
processes may have a cyclic steam demand.
To obtain a significant emission inventory from such
sources, particularly an inventory from which it is possible to simulate
one-hour emissions, it is necessary to acquire detailed knowledge of
the operating cycle of each installation as well as of the characteris-
tics of the installation itself, the fuel or fuels used, and so on. A
sampling program to acquire information for derivation of representative
emission factors will have to be carried on.
Although emissions from such sources are commonly esti-
mated by emission modeling techniques (as described in Section VII)
using information on load and operating patterns discussed above, we
recommend that, wherever possible, emission data from the point sources
responsible for the major proportion of emissions be acquired by direct
methods using information on actual emissions, loads or fuel consumption.
Details of this approach are given below.
Incinerators constitute another point combustion source.
The sulfur contents of common wastes are low, so that incinerators are
only rarely significant sources of sulfur dioxide. The variability of
the composition of wastes will, however, make it much more difficult
to correlate the measured emissions with operating variables than with
fuel-burning combustion sources.
59
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The design of most existing incinerators has not been
favorable to efficient combustion, so that emissions of carbon monoxide
and hydrocarbons tend to be much higher than in fuel-burning operations.
This problem is frequently aggravated by improper operating conditions.
The formation of nitrogen oxides can vary widely depending on incinerator
operating temperatures as they are affected by the amount of excess air
used in combustion.
Since the variations between different incinerators may be
extreme, emissions are relatively unpredictable. Hence, any large units
(municipal incinerators and possibly some industrial incinerators) should
be tested individually, i.e., on the basis of operating data, such as
daily tonnage of throughput. Smaller industrial and commercial inciner-
ators may be treated by modeling with only representative units being
sampled, since their emissions will be small enough to be estimated with
adequate precision from such data.
Noncombustion Sources—Noncombustion point sources of
pollutants are practically exclusively industrial in nature. They com-
prise such a diverse collection of manufacturing operations that no
generalizations can be offered concerning either their emissions of
pollutants or the factors affecting them. Most noncombustion point
sources will emit one or more of the pollutants of concern to the dis-
persion model studies, as is shown in the following discussion under
each pollutant.
The principal point noncombustion sources of SO,, are found
in petroleum refineries, nonferrous smelters, sulfuric acid plants, and--
possibly—integrated steel mills.
In petroleum refineries, the process sources are the Claus
sulfur plants, the regenerators of catalytic cracking units, and flares
burning waste sour refinery gases. Refinery process heaters or boiler
furnaces burning sulfur-containing fuels (including sour refinery gases)
fall in the category of point combustion sources discussed above. The
flare represents only a combustion source, but it is one of such special-
ized nature that it is best classified with the process sources. Because
of its irregular operation, the flare presents special problems of emis-
sion estimation, which must be worked out in reference to process measure-
ments available and with consideration of the actual level of S02 emmissions
for which the source is responsible. Claus sulfur plants are likely to
be fitted with continuous monitors for measurement of S02 in the tail gases.
In the event that they are not, manual measurements of S02 emissions must
be made and correlated with an available measured process variable, such
60
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so that the source location is rather diffuse. Control of such emissions
has been made difficult by the small sizes of many of the individual leaks.
However, vaporization losses from storage tanks has been a large and spe-
cific source of hydrocarbon emissions. Losses from evaporation occur not
only in refineries, but also in subsequent handling and storage of gasoline
and other hydrocarbons liquids; estimates of such emissions should be made
wherever possible.
Other point sources of emissions of hydrocarbons and hydro-
carbon derivatives will include large surface coating operations, such
as the spray painting of automobiles at assembly plants. Data will have
to be developed on the actual consumption of coatings and solvent in these
operations and on the rate of consumption. Even the operators may not
currently have reliable data on anything but the gross long-term con-
sumption.
Chemical analyses should be made to classify the hydrocar-
bons and hydrocarbon derivatives emitted according the major groups
(paraffins, olefins, diolefins, aromatics, alcohols, ketones, and alde-
hydes). Where possible, the actual material vaporized, not the liquid
stocks, should be sampled.
To summarize, Table 11 shows the major noncombustion
sources and the basis of the principal pollutants emitted.
b. Area Sources
Combustion Sources—The stationary area sources are com-
posed of:
• Residences.
• Commercial establishments.
• Institutional establishments (e.g., schools,
hospitals, public buildings).
• Some small industrial (manufacturing) estab-
lishments.
Most of the pollutants arise from the combustion of fuels used for cook-
ing, space and water heating, and steam generation. Some may come from
combustion of wastes in small incinerators. Industrial establishments
in this category are composed mostly of small manufacturing operations
that employ fuels primarily for space heating or that burn small quanti-
ties of waste.
63
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Table 11
MAJOR NONCOMBUSTION SOURCES OF POLLUTANTS
Pollutants
Sources
S°
NO
x
Particulate matter
Hydrocarbons and derivatives
Contact sulfuric acid plants
Claus sulfur plants
Coke oven gas production
Copper, lead, and zinc smelters
Sulfonation of organic compounds
Nitric acid plants
Nitration of organic compounds
EOF steel furnaces
Secondary lead smelters
Grey iron foundries
Flour mills
Cement plants
Coke quenchers
Organic chemicals manufacture
Paint and varnish manufacture
Coating of fabrics with rubber
or plastics
Venting of storage tanks for
petroleum products and organic
chemicals
The rate of fuel consumption by the area combustion
sources exhibits pronounced diurnal and seasonal variations as well as
variations related to ambient temperatures. Fuel consumption peaks
appear over periods of one to three hours- The consumption patterns of
residences differ from those of commercial, institutional, and small
industrial operations, which may operate at night and over weekends as
well as during the day. The different types of sources may also use
different kinds of fuel. Individual residences and small apartments
tend to use natural gas, whereas large apartment houses and commercial,
institutional, and industrial operations are relatively more likely to
use oil or coal.
64
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The amounts and nature of the emissions from fuel combus-
tion are related not only to the type of fuel burned but also to the type
and the size of the combustion equipment. If waste incineration is used,
the practices employed in incineration may vary widely.
The only feasible way to develop an emission inventory for
the area combustion sources is to apply emission factors characteristic
of the combustion equipment to the quantities of fuels consumed. Unfor-
tunately, there will seldom be data that will give directly the quantities
of various fuels consumed by particular types of equipment and by specific
types of users. The flow of natural gas to various sections of a city may
be measured at metering stations. However, the measurements will indicate
only the temporal pattern of the total flow to all users. Data on sales
of oil and coal indicate only the average rates of consumption over rela-
tively extended periods of time.
For significant area sources, it will be necessary to deter-
mine, by survey and experiment, the amounts and the patterns of fuel usage
by typical components of area sources. For instance, the consumption of
fuel by a typical apartment for cooking, water heating, and space heating
could be measured and fitted to a model incorporating diurnal and seasonal
influences and the effects of ambient temperature. Pollutant emission
factors should be determined experimentally for the combustion devices
unless they are already available. Similar determinations should be made
for other representative source units: individual homes, offices or office
buildings, retail stores, and such.
Noncombustion Sources--The most important noncombustion
area sources are those that emit organic vapors and may make appreciable
contributions to the total emission of hydrocarbons. Prime examples
include vapors from (1) gasoline storage and handling by distributors
and service stations, (2) dry cleaners, (3) painting, (4) degreasing,
and (5) application of asphalt to roofing and pavement.
The total quantity of vapors released can be estimated
fairly readily by applying appropriate emission factors to the quantity
of gasoline handled, the amount of cleaning fluids consumed, the amount
of paint applied, and so on. However, attainment of adequate spatial and
temporal resolution will require a fairly extensive survey of the sources
and a detailed study of operations at a representative sample of estab-
lishments or activities of each type.
The emissions of gasoline vapors from automobile service
stations will vary with the day of the week and the hour of the day, as
65
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the volume of business fluctuates. The emissions of cleaning fluid
vapors from dry-cleaning establishments are probably relatively constant
during actual working hours. Solvent vapor emissions from the painting
of products in small manufacturing establishments and from solvent de-
greasing operations should have a similar temporal pattern. However,
the emissions of solvent vapors from the painting of buildings (interior
and exterior) are irregular with respect to quantity, time, and the loca-
tion of the activity. Nonmethane hydrocarbons are also emitted in sig-
nificant quantities in summer daylight hours. (See Section VII.)
Specific estimates for the Saint Louis area are needed before that con-
tribution can be properly evaluated.
Again, for the major contributing sources of this type we
recommend the direct approach to determining emissions data described
later.
3. Mobile Sources
The determination of emissions from mobile sources presents
special difficulties. The problem has received considerable attention
in connection with air quality modeling specifically related to the
nature and variability of traffic sources. In studies of this type (as
described in detail in Section VII) a considerable degree of sophistica-
tion has been achieved in some cases. In these however, it has been con-
venient and appropriate to consider the relationships between the behavior
of the sources and the ultimate air quality conditions in models which
integrate and combine the various parameters involved in ways specific to
the purpose for which the model is designed. In many respects, current
modeling capability in this area is inadequate, and its improvement will
be an important aspect of the RAPS program. The basic RAPS Emission
Inventory may properly be expected to provide basic data for the use of
such modeling development, and thus data on traffic flow and traffic
links will be part of the data collected and stored. For the primary
needs of the principle users of RAPS, however, the inventory must provide
data on the emissions of the key pollutants from mobile sources, which
contribute to overall input of emission data to air quality modeling or
transformation process studies. Accordingly, we recommend that, until
more refined inputs are available as a result of progress in mobile
source emissions modeling studies, the basic traffic data be used with
simple models based upon average speed to develop the initial informa-
tion on emissions of the key pollutants.
66
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F. Emission or Data Conversion Factors
The derivation of emission estimates from continuously monitored
operating variables is a critical step that will determine the validity
of the high resolution inventory data. Emission factors as currently
used in developing emission inventories are generalized factors that are
most valid when applied to a large number of sources or processes espe-
cially over extended time periods. They have limited applicability for
use with single sources, certainly in the estimation of hourly emissions,
and cannot therefore be used indiscriminately in deriving an inventory
for RAPS in the manner proposed. The whole point of this inventory is
to have high precision in terms of space and time, and for this reason,
the best possible conversion factors must be used to develop the emissions
data from the monitored variables. In general, this means that specific
factors must be developed on an individual basis for each source for
which the critical relationships are not already known with a high degree
of confidence. (Even in the latter cases, some testing and verification
would be desirable.) On the other hand, such specific source testing is
a costly and time-consuming activity to be performed only when necessary.
It is recommended, therefore, that consideration be given to using pub-
lished, established emission factors for each source,* where the type of
equipment or activity is sufficiently typical that the published emission
factors can be identified as being truly representative of the case in
question. It should be noted that, in general, the published factors
have the most credibility for the major combustion sources (particularly
in the case of SOg emissions). It is important to recognize, however,
that in the case of the RAPS inventory, the role of minor sources is of
great importance in local effect, i.e., at near-surface levels, with the
spatial resolution required for RAPS. Lower confidence factors are
assigned to emission factors for such lesser sources (quality factors
B and lower in the categorization of Reference 11). Considerable caution
must therefore be exercised in treating such lesser sources. This is
especially the case for area sources, which, although minor contributors
to the total burden, are important on the local scale. Special care is
necssary to improve the accuracy of emission factors from such sources
for use in refined modeling techniques.
*
For example, Reference 11.
67
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G. Physical Aspects of Emission Sources
For purposes of dispersion modeling, it is essential to know not
only the quantity of a pollutant emitted to the atmosphere but also the
manner in which it is emitted. It is necessary to know the effective
height from which the emitted pollutant can be assumed to start dispers-
ing. Therefore, there must be sufficient information from which it will
be possible to estimate the effective height of the plume of gas. The
effective height of the plume is the sum of the physical height of the
stack and of the plume rise, which is the distance that the plume ascends
under the influence of its initial momentum and its buoyancy.
For small source units, such as those that constitute area sources,
the water gases are usually discharged effectively at ground level. Even
where the gases are discharged a short distance above the roof of a build-
ing, they will generally be carried quickly down to ground level. Hence,
it is commonly assumed in dispersion modeling that the waste gases are
discharged at ground level and that neither their initial temperature nor
velocity influences subsequent dispersion.
For point sources, and particularly for the larger ones, the emission
inventory data must be supplemented by data on the gas flow rate, tempera-
ture, pressure, and specific gravity, and on the physical height and
diameter of the stack. Calculations of the plume rise require knowledge
of the gas exit velocity and the stack inside diameter at the plane of
discharge, and of the temperature and specific gravity of the gas. Cal-
culation of the specific gravity of the gas requires knowledge of the
composition of the gas stream including the amount of water vapor.
In addition to the data noted above, the inventory should include
information on the layout of the source stack with respect to other
structures. As a rule of thumb, a stack should be at least 2.5 times
the height of the nearest structure; otherwise, the proximity of the
other structure; may lead to "downwash" of the gas from the stack and a
consequent rapid descent of the plume to the ground. Short stacks pro-
jecting from the roof of a building are particularly subject to this kind
of problem, and the role of the stack in securing dilution and dispersion
of the gas is largely lost.
H. Units of Measurement
Many agencies continue to use English engineering units, and it is
virtually certain that many of the data coming into the inventory will
continue to be expressed in engineering units despite a growing preference
68
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for the metric system. It is undesirable to convert such data into
metric units manually before storage in the inventory because of the
large amount of time it would take plus the time required for checking
for conversion errors.
It is recommended that the data be entered into computer storage in
the same units in which they are originally received. The computer should
then be programmed to convert the data to metric units when they are re-
called and printed out. This procedure will diminish the amount of manual
processing that the data must undergo and still retain flexibility.
I. Specification of the RAPS Emission Inventory
1. General
While NEDS as a source of information on annual or long-term
emissions from a broad range of pollutants, it is recommended that a spe-
cial high resolution RAPS Emission Inventory be developed to provide
hourly data emissions of SC^, CO, NOX, and HC in the form of direct state-
ments of weight of pollutant emitted in kilograms each hour from each
point or line source or area element, for the Saint Louis (AQCR). Loca-
tional data will be provided in UTM coordinates with a resolution of at
least 0,1 kilometers for point sources. Mobile sources will be specified
in terms of traffic links (with a resolution of approximately 0.02 kilo-
meters) for major routes and of areas for secondary routes. Both for
stationary and mobile sources, the area elements will reflect either
the spatial resolution of the basic data from which the emissions are
estimated (e.g., housing developments) or one kilometer grid squares,
whichever is the smaller.
Information on the physical characteristics of point sources
and the prime data used in compiling the inventory would also be provided.
Although it is not considered practicable to develop comparable data for
particulates, it is recommended that additional data on particulate
emissions be collected to supplement the NEDS inventory, specifically
data to distinguish between coarse and fine particulate emissions from
the major sources.
For initial planning purposes we propose that only point sources
emitting over 100 tons per year of each pollutant be considered individ-
ually. The estimation of emissions from such sources will be accomplished
in classes according to the magnitude of each source as specified in
detail below. We recommend that emissions data be based upon direct
monitoring of emissions for the largest sources. For other major sources,
69
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direct monitoring of hourly fuel consumption operating or process data
should be used as the basis for estimating emissions. For smaller point
sources, we propose that emissions be estimated on the basis of general-
ized patterns of temporal variation of emission as a function of source
type and using the best available data on fuel consumption, operating or
process data (i.e., per shift, daily, weekly). In the limit, this ap-
proach approximates current practice in which annual totals of such data
are used as a basis for modeling. For area sources, we recommend the use
of modifications and adaptions of already available emission models.
Similarly, for a first approach to assessing mobile course emissions, we
recommend the use of available models. Improved mobile source models
should be employed as they become available to provide higher quality
data. A simple new model should be developed to estimate natural emis-
sions of nonmethane hydrocarbons on summer days. In all cases, we pro-
pose that special testing efforts be carried out to ensure that the
emission and conversion factors used to derive the emission estimates
are as reliable as possible and have regard for the high temporal reso-
lution required. Standard emission factors should be employed only if
a review of the source on a case-by-case basis indicates that such a
factor may be used with confidence in the particular case.
2. Point Sources
a . Classification by Size
It is convenient to classify point sources by size accord-
ing to the amount of pollutant emitted annually.
• Class I, over 100,000 tons per year.
• Class II, over 10,000 but less than 100,000 tons
per year.
• Class III, over 5,000 but less than 10,000 tons
per year.
• Class IV, over 1,000 but less than 5,000 tons
per year.
• Class V, over 100 but less than 1,000 tons per
year.
• Class VI, over 1 but less than 100 tons per year.
The numbers of sources comprising these classes for SO , CO, NO , and
2i x
HC and their contribution to the total burden in each case is shown in
70
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Table 12 based upon NEDS data that is discussed in greater detail in
Section VI.
As indicated b\ these classifications, a relatively few
sources account for the bulk of the emissions.
The annual emissions, obtained from the NEDS inventory,
although adequate for initial source classification, are not entirely
representative of the probable contribution of the various sources to
air quality at specific time periods. For example, units supplying
steam for space heating will be operated only in periods of cold weather,
and the actual emissions at that time will be higher than indicated by
the annual average. Furthermore, the emission rate will follow a diurnal
cycle even within a single day.
The foregoing considerations are important because reports
from atmospheric dispersion studies have indicated that ground-level pol-
lutant concentrations are disproportionately affected by local low-level
pollutant emissions, even though the latter are individually small and
contribute—individually or even collectively—only a minor percentage
of the total pollutant emission from all sources. Thus, the smaller emis-
sion sources cannot be ignored even as part of the general RAPS inventory
that is intended to supply emission estimates for use in mesoscale atmo-
spheric dispersion models. They must be appropriately evaluated even
though the effort required is more than proportionate to their relative
contribution to the total emission. Within these reservations, the sta-
tistics noted in Table 13 provide a useful basis for assessing the gen-
eral magnitude of the problems involved in developing a program of point
source emission estimates and describing the approach recommended.
b. Data Acquisition Groups
We propose that point source emission data be derived in
four broad groups according to the basic records used to estimate emis-
sions.
Group I. Continuous emissions monitoring records
Group II. Continuous records of fuel consumption,
operating, or process data
Group III. Short term, periodic records of fuel con-
sumption, operating, or process data (per
shift, day, or week)
71
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Group IV. Long-term (semiannual or annual) records
or estimates of fuel consumption, operating,
or process data.
Within Groups II and III, a further distinction should be made between
sources for which separate conversion or emission factors are established
and those for which representative factors will be established. Data
from Groups I, II, and III will be collected on an ongoing basis.
In principle, it would be desirable to deal with all
sources under Group I. In practice, sources should be treated in the
highest ranking group possible while maintaining regard tor the costs
and difficulties of so doing. A tentative work load is indicated in
Table 13 for S00 and NO sources to show how the scope of effort can be
Z> X
analyzed and assessed. This shows that, by collecting data routinely
from some 101 sources (of which 65 have been individually tested), ap-
proximately 95 percent of the hourly S02 emissions and 70 percent of the
hourly NO emissions can be estimated on a direct basis. Similarly, over
90 percent of the emissions of CO sources can be estimated on an hourly
basis by the treatment of direct data from only six sources. Still, it
would be necessary to obtain data from and test some 10 or more sources
to achieve hourly estimates from direct data for only 50 percent of the
HC emissions.
It is recommended that the method of grouping sources for
this purpose be determined after a survey has been made of all the sources
over 100 tons per year. This survey will produce a better understanding
of the data available and the difficulty of collecting useful direct data
on fuel consumption or operating or process data from which hourly emis-
sions may be derived. Such a survey should preferably be made in site
visits to obtain more details of the source and operations than are avail-
able from the NEDS review. It should ascertain the availability of direct
monitoring data on omissions or fuel consumption and of operating or pro-
ce<-s data that can provide direct information on hourly emissions. Alter—
n..iivt'ly it should reveal the nature of short-term data from which hourly
emission estimates can be derived. The survey should pay particular at-
tention to the form of the available records, and the optimum frequency
and method of collecting them.
The survey will provide a basis for determining how much
special source testing is necessary to provide reliable conversion or
emission factors for individual sources and possible categories of source.
This survey would also reveal the needs and opportunities for installing
appropriate monitoring devices at selected sources, an approach that could
usefully upgrade the inputs from certain sources and reduce data collec-
tion effort.
74
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It will be appreciated that the methodology proposed allows
considerable flexibility in the manner in which sources are treated. In
this way, optimum benefit may be derived from the available RAPS inventory
budget on a case-by-case basis. In any limitation of effort for budgetary
reasons, it would be preferable to reduce the numbers of sources treated
individually, rather than to restrict the source testing program, since
operating patterns may be more confidently determinable at the present
time than emissions or conversion factors.
3, Point Combustion Sources
Combustion point sources burning oil and coal are responsible
for most of the SOo emissions in the region, and are also major sources
of NOV. Those burning natural gas produce NO , but do not produce SOr,.
-*• x ^
Neither type of point source is a major source of CO or HC, particularly
when compared with automotive sources, but their emissions of these pol-
lutants are significant and must be considered in the context of RAPS.
The procedure for collecting emission data within the groups
described in Table 13 is described here.
For each source, appropriate reference data, such as type of
unit, nominal ratings, control equipment, and so forth, together with
physical characteristics of the emissions point (i.e., stack height,
diameter at the discharge, location of stack in UTM coordinates) must
be compiled. In addition, critical fuel consumption, operating, or
process data must be acquired in routine collections. These constitute
data as a function of time, ascertained in the initial survey to be basic
for the determination of emissions.
Typical of such data are
• Type of fuel (e.g., coal, oil, natural gas).
• Characteristics of fuel (e.g., sulfur and ash contents,
higher heating value).
• Fuel-firing rate (e.g., weight or volume rate, thermal
rate if available).
• For boiler furnaces, the steam generation rate at
specified temperature and pressure.
• For power boiler furnaces, the steam generation rate
and electric power output.
Then, the following procedures should be applied.
75
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Group I; Directly Monitored Emission Sources—Most of the
sources in Class I (over 10,000 tons per year of pollutants)
are expected to be equipped with continuous monitoring devices
for the measurement of SO and NO and possibly with a Pitot
^ x
element to measure flue gas flow continuously. Exit flue gas
temperatures are likely to be recorded continuously at such
large sources. The calibration of the permanently installed
recorders will have to be verified experimentally unless data
on such verification are available at the source. Similarly,
flow measurements have to be obtained or verified. If no per-
manently installed Pitot element is on hand, such flow measure-
ments will have to be correlated with a measured furnace oper-
ating parameter or variable. It may be advantageous to under-
take the determination of other pollutants at the time of
calibration. For example, from flue gas analysis, measurements
of CO and hydrocarbons should be made, if the source is a sig-
nificant (more than 100 tons per year) emitter of these pollu-
tants.
Group II; Directly Monitored Fuel Consumption, Process, or
Operating Data—Typically these are sources emitting less than
10,000 tons per year of SO2 or NOx but more than 5,000 tons per
year and any larger sources not equipped with continuous moni-
toring devices. These units are not expected to have continu-
ous monitoring systems for measurements of pollutant concentra-
tions, but they should have good records of fuel consumption
or other operating data with hourly resolution. In Group HA,
conversion factors are derived linking the continuously moni-
tored parameter with the emission rates are derived from manual
sampling at each source. This is carried out initially in the
program and thereafter repeated intermittently to ensure the
continuing validity of the results. In Group IIB, standard
emission factors may be assigned to categories of similar sources
after they are determined by testing representative stacks.
Group III: Short-Term, Measured Fuel Consumption, Processing,
or Operating Data Available—In this group, in which both Class
IV (1,000 to 5,000 tons per year) and Class V (100 to 1,000
tons per year) sources will be treated, records will be avail-
able on a shift, daily, or weekly basis for fuel consumption,
process, or operating data. (Direct hourly data must be inter-
polated.) Again two possibilities are open. In Group IIIA,
each plant is considered individually, and tests are made to
establish both the time dependence and the amount of pollutant
emissions that can be deduced from the recorded data. Appro-
priate conversion or emission factors are thus assigned to each
76
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source tested. In Group IIIB, factors are established for ap-
propriate categories of similar sources on the basis of tests
of representative samples.
Group IV: Long-Term Fuel Consumption, Processing, or Operating
Data—For sources over 100 tons per year, for which suitable
specific data are not available (or which must be treated in
this fashion for budgetary reasons), we recommend the use of
modeling procedures of the type described in Section VII. A
suggested approach for S02 is to employ the Argonne3 model, and
for NOX and HC the SAI model,1'3 but with adaptation and modi-
fication to ensure that the best possible input data on fuel con-
sumption are used and that conversion factors are verified by
testing.
4. Point Noncombustion Sources
Because of the extreme diversity in point noncombustion sources,
no general and detailed procedure for correlating emissions with source
operating variables can be oifered; appropriate procedures will have to
be worked out, case by case, for each type of source, following the gen-
eral principles outlined in Table 13 and in Section IV-E-2.
For the purpose of organizing the inventory, such sources should
also be considered according to the most important pollutant that they
emit. In this grouping, particulate emission^ will not be used as a basis
even though they may be the principal pollutant emitted by some sources.
J. Stationary Area Sources i
|
\
1. General j
Stationary area sources contribute minor proportions of the
total burden of SO0, NO , CO, or HC as described here. Their importance
i—i X
may be significant, however, in the context of RAPS, since they may con-
tribute significantly to the concentrations of the key pollutants at the
near-surface level on a local basis.
2. Area Combustion Sources
The NEDS inventory data indicate broadly that the emission
sources in this category are primarily those using natural gas or dis-
tillate oils. Consequently, the estimated SO^ emissions are minor (only
77
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about 1 percent of the estimated total). The relative contribution of
NOX from these sources is greater, but still a minor part of the total.
The NEDS inventory indicates that 28 percent of the total NOV emitted
x
comes from area sources, but these include vehicles that are known to
be, in the aggregate, a large contributor. The contributions ol CO and
hydrocarbons from the stationary area combustion sources are likely to
be minimal.
As discussed, the only practical way to estimate short-term
emission rates from the area sources is the use of simulation techniques
such as are discussed in Section VII. The two most advanced models to
date are the Argonne model2 for S00 and the SAI model1'3 for CO and NO .
* x
They are alone in their class in that they have received significant
field verification. As discussed in Section VII, the models have limited
precision for the estimation of area combustion source emissions for the
RAPS inventory. Accordingly, it is suggested that to improve emissions
estimates by such modeling techniques, more accurate and precise survey
data on fuel consumptions as well as more accurate emission factors be
obtained. Both will require that new experimental studies be made at
typical sources.
Data on fuel consumptions in specific, small areas of cities
are not readily available. Commonly, continuous metering of natural gas
is carried on only at a few points on lines supplying major sections of
the city. The flows metered at these points give no indication of the
breakdown of usage by type of source, and the temporal variations in
flow reflect only the summation of the demand patterns of different
users. The consumption of gas by individual customers can, of course,
be obtained from meter records. However, these will, at best, give only
the monthly totals of gas consumed; they will not show the different uses
by a given customer.
Data on fuel oil consumption by residential and commercial
users are largely restricted to data on fuel oil sales. Even users will
generally have no more than a qualitative idea of the actual rates of
consumption over short periods.
To obtain a high degree of both temporal and spatial resolu-
tion in the estimates of emissions from area sources, it will be neces-
sary to conduct extensive surveys of the patterns and amounts of fuel
usage by representative sources. Sufficient sources must be surveyed
to constitute statistically valid samples. It will probably be necessary
to install meters at these sources that will record both the rates of
fuel consumption at various times and the integrated total.
78
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Residential and commercial installations, in particular, will
show marked diurnal variations in their fuel consumption patterns as well
as variations in usage between week days and weekends or holidays. There
will also be seasonal variations in the magnitude and distribution of fuel
consumption. For example, the consumption of fuel for water heating may
be relatively constant throughout the year, but the consumption for space
heating will be highly seasonal. Because space heating will be the most
highly variable as well as the largest consumer of fuel, the rate of fuel,
consumption for this purpose should be correlated with ambient temperature.
Better emission factors must be obtained for the typical fuel-
burning units used in residences and commercial establishments. Some re-
quired data may be derived from other studies currently in progress, but
others will probably have to be made specifically to meet the needs of
the RAPS inventory.
Once emissions are determined for the representative sources,
the emissions from specific areas can be estimated from the number and
sizes of residences and commercial establishments in the areas.
3. Area Noncombustion Sources
The only area noncombustion emission sources that appear to be
significant are those emitting hydrocarbons and hydrocarbon derivatives
(gasoline and solvents). The nature of the sources and their emissions
was already discussed.
The release of solvent vapors from the painting of buildings
probably cannot be incorporated in a practical way into models for pre-
diction of hourly emission rates; the emissions are too irregular in
quantity, time, and location. Probably also, the solvent emissions from
this source are too small to be of concern in mesoscale dispersion studies.
However, a painting operation might be of concern to a microscale disper-
sion study being conducted nearby. If so, making allowances for the emis-
sion is best handled as a project task of the dispersion study.
The area hydrocarbon sources of consistent importance will con-
sist primarily of the smaller gasoline service stations and dry cleaning
establishments. It will be necessary to survey the typical operating
cycles of such establishments to establish the pattern of their emissions.
79
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K. Mobile Source Procedures
For automotive mobile sources, we recommend that an average route
speed model with a link or line source geometry supplemented with mea-
sured data of traffic flow (via fixed sensors on high volume freeways
and selected arterials) be used.
The SAI (Systems Applications, Inc.) model1'3 for hourly CO, NO .
X
and HC emissions is recommended. It can have modified inputs derived
from Stanford Research Institute's model4 for spatial and temporal dis-
tribution of vehicle number and speed on a link basis for primary traffic
and area basis for secondary traffic. As a basis for this approach, data
should be assembled on traffic volumn and the location of the primary
traffic links and of the areas of secondary traffic. Additionally, ar-
rangements should be made to install and collect data from fixed sensors
on selected routes, as noted above.
As soon as improved methodology is developed for refining the inputs
to such models, it should be used to update the inventory, and, in due
course, the simple average speed approach could be replaced by more com-
prehensive modeling techniques as they become available.
In any case, prime data relating to route links and such would be
available from the RAPS Emission Inventory records for use in such model
development or other purposes.
For other mobile sources the following models should be used to the
extent possible:
• Geomet model5 for diurnal emissions from river vessels and
railroads.
• Northern Research and Engineering Model,6 as revised by Geomet
(in preparation), for aircraft emissions.
L. Natural Background Emissions
Techniques of estimating the natural emissions of nonmethane hydro-
carbons in summer daytime should be developed so that such emissions may
be added to the inventory in time for studies in which hydrocarbon emis-
sions are considered.
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M. Particulates
As noted, it is impracticable to develop a high resolution inventory
of particulate emissions on a routine basis. For modeling studies it
would appear that such emissions must be treated on a project basis with
special collections of data (possibly limited in space and time) as re-
quired. In addition, it is suggested that the tracer technique be em-
ployed to investigate the dispersion of participates under various con-
ditions.
N. Scheduling and Scale of Effort
The development of a complete RAPS Emission Inventory is scheduled
to take up to three years.
It would be desirable, however, to aim for an earlier provision of
emissions data, especially for the first critical tests of air quality
and dispersion models. These will use SOg (emphasizing stationary
sources). Accordingly, the development of the inventory of these pol-
lutants should be given priority, particularly in the source testing and
modeling phases. (Since the majority of point sources of SC>2 also emit
NOX, the collection of data on this pollutant can conveniently be carried
on in parallel.)
A possible schedule is shown in Table 14. The aim is to provide
initial data on SO0 and NC) by the first quarter of the second year of
Z> X
full activities and complete data by the end of the third quarter of the
second year. For CO and HC, effective initial data should become avail-
able by the end of the second year and complete data by the third quarter
of that year.
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Table 14
DEVELOPMENT SCHEDULE
Inventory Operations
Years
Stationary sources
Survey of point sources and
assimilation of NEDS data
Development and adaptation of modeling
procedures
Source sampling
Organization of routine data collection
Routine data collection
Mobile sources
Survey of mobile sources and routes
and assimilation of existing data
Development and adaptation of modeling
procedure
Organization of routine data collection
Routine data collection
Data handling system and system operation
Development of programs for use with
data management system selected
Operation of system
Completed acquisition of data
SO2 and NOx
Initial
Full-seale
CO and HC
Initla 1
Full-scale
Additional effort if interface facilities of basic system need major extension.
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V. TASK C: EMISSION INVENTORY FILE SYSTEM
A. General
This section concerns the specifications for data formats in the
emission inventory. Because this inventory is intended primarily for
air quality modeling in the RAPS program, the data elements were chosen
to provide input data and supplementary documentation for that purpose.
The data structures specified below are extensible data items in a
data reference system that provides the facilities to manage such data
types. Data systems of this kind have been developed and are available.
We describe in this report the main functional features of the inventory
system, and the computer system interfaces needed to provide data to
modeling programs.
Although most of the expected categories of data are used to
demonstrate the data structures and formats, this chapter is not
intended to be a complete listing of the content of the emission
inventory. Because the data structures are specified to be extensible,
any data not explicitly shown can be attached to the structure.
Section B describes the computer system environment in which we are
assuming this inventory will be implemented. Section C discusses the
main operational aspects of the inventory. Both of these discussions
provide the basis for the design of the data structures described in
detail in Section D. Section E suggests a possible alternative format
for implementing these data structures in the absence of a supporting
data reference system. Section F lists the steps required for
implementation of the inventory system, and Section G is a tabulation of
the principal specifications of the computer programs needed.
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B. System Environment
In this section, we discuss the key features of the system and
software environment in which the emission inventory will be
implemented. A data management system will be needed for the operation
of the RAPS Emission Inventory, although it may be possible to perform
the inventory operations with systems not having exactly the features
described here,, Data management software is usually the responsibility
of the central computing group of an organization, however, because this
system must meet the needs of the Air Data Branch for the inventory
functions, specifications for the system are given in this report.
Either a general-purpose or a custom-designed data management
software system must be obtained or constructed that will run on the
computer facility at EPA-RTCC. This data management system should
provide the basic functions of file definition; addition, revision, and
deletion of data items; retrieval of selected items using selection
criteria on data content; hierarchic sorting by content; and output of
specified data components of selected items in specified formats to
construct files for use in other programs.
The system should provide for defining hierarchically structured
data items, with components consisting either of single data records or
lists of records, subordinate to other components of the data item. We
assume that the system will provide means for assigning names to each of
the components of a data item. The system should provide functional
records of any desired length to contain character strings.
The system should provide for data entry from punch cards, tapes,
and terminals (if it functions in an on-line or interactive mode). It
should also provide for merging of preliminary files from disk. Data
should be readable as ASCII character strings. Conversion of declared
numeric data to numeric internal representation may be provided, but is
not necessary. The system should not pad card input with blanks and
should provide for continuation of a data record to successive cards
until the record is terminated by an end-of-record character.
For the purpose of this emission inventory, all operations can be
carried out in batch operating mode. However, the RAPS Data Manager has
indicated that the RAPS program will have other data base requirements,
and that compatibility among these different data bases would be opera-
tionally and economically beneficial. One level of compatibility that
can be obtained is to use the same data management software to implement
all of the RAPS data bases. Some of the data base applications may
require on-line use of the data system for retrieval and perhaps even
for data entry. Therefore, it would be desirable for the data manage-
ment system to have the potential capability of being used in an on-line
mode, perhaps by means of additional software options.
All of the presently existing air quality models are written in
Fortran. The primary purpose of the emission inventory file is to
provide input data to these models. Therefore, a system that has an
interface for Fortran programs would be advantageous, because the input
data files could be constructed by means of Fortran programs that could
84
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access the inventory files through the system interface and write data
in the formats and data representations required by the models. Since
the inventory file formats include data embedded in character strings,
using various separator and operator characters, these records must be
decomposed by the Fortran interface programs, the numerical values
extracted as character strings, and converted by the interface into
proper internal number representation for arithmetic operations. This
translation of the internal formats will have to be added to any
interface routines that a data management system may already have.
The RAPS Data Manager has stated that EPA-RTCC will obtain the
Univac DMS-1100 data management system when their Univac 1100 computer
is installed. DMS-1100 is described in a catalog as a host language
system: it is based on Cobol and can be utilized only by Cobol programs
that issue calls to the data management system for file operations.
DMS-1100 is not in itself a complete data management system. It must
be implemented by writing Cobol programs to perform the functions of
defining and labeling data structures, entering data, sorting and
indexing, and formatting output data. There is no Fortran interface
to DMS-1100, so additional system programming work would be needed to
provide a facility for generating input files to models if the inventory
is based on DMS-1100. (DMS-2000 is also being acquired.)
At this time we do not have sufficiently detailed information about
the facilities and file structures provided by DMS-1100 to be able to
make any positive recommendation concerning its applicability to the
RAPS Emission Inventory.
It is estimated in Section IV on Task B that the total number of
point sources that should be included in the RAPS inventory will
probably not exceed 1000. The number of area sources will depend on how
the areas are defined. If each area is only 1 square kilometer, then
there may be several thousand area sources to be described. However,
the format described here allows for any size and shape of area source
and also for including sets of equivalent area sources in one item, so
the number of inventory items needed to describe the area sources can be
reduced to a few hundred if this feature is used. The line sources that
need to be described will be mostly major traffic routes, and they
should be relatively few in number.
For the purpose of specifying the capacity requirements of a data
management system for the RAPS inventory, we can probably put an upper
bound of about 2000 data items per file. For some point sources, the
data elements may be fairly detailed, but most source items will
describe only one or two products or pollutants, and only a few typical
patterns of time dependence can be predicted by emission models, so that
most of the data items will contain from 200 to 500 characters for a
total of about one million characters. The longest elements in the file
will be the hourly data on consumption and emission for about 50 point
sources, each of which will require up to 75,000 characters to describe
hourly consumption to 1% precision for a year. Then, if hourly emission
values are also stored for an average of three pollutants for each such
source, the total size of each of these point source items will be about
300,000 characters, or 15 million characters for 50 sources.
85
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The master inventory files will be easily accomodated on a single
large disk pack, such as the IBM 3330, or the Univac Fastrand drum,
which holds over 100 million characters per drum. Therefore, the
storage of emission values in the inventory file will not significantly
affect the computer facility requirements.
The accumulation of historical inventory data, over a period of
years, will most conveniently be accomplished by making a separate file
for each calendar year with the possible exception of the first one,
which will have to average several prior years experience. If this
system is eventually extended to maintain emission inventories for other
regions, each Air Quality Control Region (AQCR) should be handled as a
separate set of data files.
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C. Inventory Operations
To define the data formats for a system file, it is necessary to
have a view of how the file will be used as a part of an overall system
operation. In the case of this emission inventory, there are three
major operational activities: source data preparation and entry,
computation of emission values of sources and production of data file
inputs to air quality model programs.
A principle we have followed in designing these data formats is
that source data should be organized and filed with a minimum of manual
transformations from the form in which it is gathered to the form in
which it is entered into the computer. Thus we have chosen to organize
the file with sources as the primary items, and we are making provision
for entering the names of fuels, pollutants, and other materials in
readable standard nomenclature. Consumption data should be entered in
the units in which it is normally described to avoid manual computations
and errors. The emission modelling programs can compute emission values
in standard system units.
The SAROAD parameter coding manual of EPA has assigned integer code
numbers to many hundreds of compounds of interest in air pollution.
However, only a relatively few pollutants will be included in the high
resolution emission inventory for air quality model verification.
Furthermore, the SAROAD codes do not include materials other than air
pollutants, such as consumables that will be included in the emission
inventory as a basis for computing emissions. Finally, writing 'S02'
instead of '42401' to describe sulfur dioxide is more brief, more
readable, requires no catalog look-up by an inspector or data clerk, and
is far less error prone.
We suggest, in this report, that compounds and other materials be
labeled mnemonically and concisely. Of course, it is essential that the
labels be absolutely consistent. Since the number of materials is
expected to be relatively small, a standard thesaurus of material
identifiers should be easily maintained.
A considerable amount of data is needed to identify and describe
each source in addition to the set of values for emission or consumption
of a variety of possible pollutants or materials and a specification of
the time dependence of those values. The number of different kinds of
sources and different materials indicates that a hierarchic list type of
data structure is most applicable to this purpose.
In connection with model sensitivity studies or studies of control
strategies, it will be desirable to be able to include the effects of
simulated sources, or real sources operating under simulated conditions
or under actual but very unusual conditions. All such sources can be
entered into the Master Inventory in the standard way, but identified by
an appropriate category name so that they can be selectively included
with or substituted for real sources in data files for model runs.
It is expected that most of the data will be entered in a batch
mode via punched cards or using key-to-tape machines. In either case,
87
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the hierarchic structure of the data items must be represented in the
character stream by additional delimiter characters. An extended format
for this purpose is described in Section E on extensions for batch data
entry; however, any existing system will have its own format for batch
entry. This format is sufficiently complicated that it is recommended
that the data be written by a skilled data clerk, who can transcribe
original data from an inspector's notes or from data collection forms.
This clerk should also be qualified to proof read data entries both for
syntactic correctness and for data sense. Data preparation forms can be
used to aid in the structuring of the data and to make it easier to use
the correct syntax and punctuation characters. However, it is not
possible to depend only on well-designed data preparation forms for data
quality, because the content as well as the form of the data must be
verified.
A data management system generally will check its own data entry
syntax, and should be used for this purpose. However, the internal
formats of some of the data elements, such as consumption data, will be
transparent to the system and will need to be tested by a separate
emission inventory verification program. The same program should also
verify whether material names are included in the material name
thesaurus. This thesaurus therefore should be kept in the form of a
computer reference file available to the data entry program as well as
in paper reference copies in the data preparation rooms. For example,
the substitution of the digit-10' for the letter-'O1 in S02 by a typist
can be detected this way. The same kind of verification should be
applied to all other data descriptors for which there is only a small
number of correct choices. The verification program should make output
listings of all items in which it detects errors in a form in which the
erroneous data component or syntax is identified. Although the
verification program could include facilities for user-entered
corrections, it will be more practical to use the editing facilities of
the data management system for this purpose, and this is recommended as
the preferred approach.
Data should be entered first into a preliminary data system file,
so that they can more easily be further verified by printing out the
entire content of a small data set in an expanded easily readable format
for proof reading and further correction prior to adding these items to
the main inventory file. Another reason for this preliminary stage is
that most data management systems perform a significant amount of
behind-the-scenes processing on new entries into a directly accessible
file, such cS ".riding address tables, hash coding computations, making
inverted lit_» GJ. key data elements. The small preliminary file, on the
other hand, can be a simple sequential file with none of this extra
processing until after the data manager has determined that it is
accurate enough to merge it into the main file.
The retrieval facility of the data management system will be used
for the selection of groups of sources for which emission values can be
computed by the same tuodel or are selected for production of a
particular data file for model validation or for editing and updating of
selected items. The retrieval of source items should be accomplished on
the basis of any appropriate data in the item, such as source category,
88
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pollutant, location, or status of previous computation of emissions.
The retrieval facility can also be used to produce special files
organized in terms of any user-specified parameters, such as a
pollutant, sources using fuel at greater than some rate, location. This
can provide for a variety of special applications without requiring
additional file programming. A sorting capability in the data
management system should be provided to order and index these files by
their content.
In very few cases will source data include measured values of
emission. For most actual sources, the emission must be calculated from
consumption or other source data. Formats are provided in this
inventory for both emission data and consumption data, using the same
data syntax and structure for both. For those sources for which there
are no direct emission data, emission must be calculated using emission
factors or emission models applied to consumption or activity data. The
emission factors have been compiled by EPA into a table as a function of
the Source Classification Codes (SCC) for a wide variety of industrial
processes and consumables.
After a set of new data source items has been entered, the next
logical operation is to calculate the emission values for those sources
that have no pollutant data entered. The results of these computations
can be appended to each source item as the content of a pollutant
component using the same time interval description for each source as
was used for consumption if only the emission factor is applied. If a
specific emission model is used, the time interval description also must
be generated by the model program.
The emission inventory software system will require emission model
programs that can access the consumption data element for each item,
refer to the SCC code for that material, look up the appropriate
emission factor in an auxiliary Emission Factor File maintained as a
direct access file on the system, and compute the emission values for
each of a prespecified set of pollutants. If the programs have access
to the data system for file v,riling as well as reading, they can then
update each item by adding a pollutant list component with an entry for
each pollutant to be calculated. One of these will be a "no model"
program that will only multiply consumption data by emission factors to
obtain emission values. These emission models will generally also
require input of ambient atmospheric data, which can be obtained from
meteorolr.ylc,:J dr^a files based on the RAPS data network. These files
are not considered in this report, because they are not part of the
Emission Inventory system.
In this manner, the master emission inventory file will serve both
as a file of input source data and also as the repository for derived
emission values with no duplication of source information.
For the principal objective of the RAPS program the final function
is that of production of input data files for air quality models. In
general, the required emissior d?.*a will be that for a specified
pollutant for a specified time Interval or series of time intervals and
89
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also for specified positional coordinates. Many data management systems
have search and retrieval features for selecting data items that satisfy
specified data constraints or specifications. Some preliminary
selections may be made using the system facilities, such as selection of
a particular type of source, certain UTM coordinate ranges, and the
like. However, the time dependence data are coded in the emission data
element format in a special way, and a general system feature will not
be able to decode it.
If the general data management system includes the capability for
calling procedural language subroutines, such a subroutine can be
written to decode the time and emission data in the emission data
element and can be linked to the data system so that it will
automatically be invoked whenever the system is asked to search for
emission data within some particular time range. If that capability is
not available, then the data file production program must have a
subroutine included within it to perform the time interval selection
function.
After the items containing the desired data have been identified,
it is necessary to abstract the emission data for the particular
pollutant and write an input data file for the model program. The input
file must be written in exactly the format expected by the model; the
values must be in the units defined for that model program. Since the
model programs are written in Fortran, the data file must also be
written with the appropriate integer or floating point representation
for each quantity.
The generation of these input data files will require interface
programs designed to perform this task. These programs (or maybe one
general-purpose file-building program) must read the emission data
elements that are character-string data, decode them, compute new time
sequences if the model requires them, transform the string
representation of the emission value to internal numeric form, read the
name of the unit: used and multiply the values by the. proper conversion
factor, and write the file for the model.
Most of the air quality models operate on the basis of allocation
of emission values to a fixed geographical grid system. The data
interface programs will also have the function of translating the
geographical coordinates of point, area, and line sources in the
inventory j.-.tr the appropriate grid units for the model.
The dat-L file derived from the RAPS Emission Inventory can be
combined with similar data files derived from other source inventories,
such as NEDS, to obtain the most economical use of existing systems. It
is assumed that programs to generate input data files for atmospheric
models already exist in the NEDS system. If such programs do not exist,
then it may be more economical to transfer all the NEDS data relating to
the RAPS area into this RAPS inventory system.
The only sources that may be duplicated iu both systems should be
those for which time-resolved dat-a -in be obtained. Since there are
expected to be not more than one or two hundred such sources, it will
90
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not be efficient to provide a program for computer translation of NEDS
to RAPS data. It will be cheaper to manually copy these source data,
especially since much of the data for each source will be new. If,
eventually, the use of the RAPS inventory is extended to cover much more
data from other areas, then the possibility of computer transfer of data
between the two systems should be re-examined.
Figure 3 shows a schematic of the inventory system.
91
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INPUT AND
OUTPUT
PROGRAMS
DATA FILES
REFERENCE FILES
ORIGINAL \y
SOURCE DATA /
ERROR /
LISTING N^
\
ERROR /
MESSAGES >?
RETRIEVAL \
SPECIFICATIONS/"
EDITING \
CORRECTIONS/
SELECTED /
DATA LISTINGS*^
MODEL \
PARAMETERS /
DATA
ENTRY
1 r
DATA
MANAGEMENT
SYSTEM
PROGRAMS'
MERGE,
EDIT,
SELECT,
DELETE
SORT,
OUTPUT
EMISSION
MODELS:
"NO MODEL"
"£" .. "-7"
^ ^
^^
*
^
PRELIM.
cni IRPF
DATA
1
MASTER
EMISSION
INVENTORY
SELECTED
SUBFILES
( ,
i
THESAURUS OF
IDENTIFIERS
EMISSION FACTORS
AND SCC CODES
DATA FORMAT
SPECIFICATIONS
i
DATA
r
FILE
GENERATORS
INPUT DATA FILES
FOR AIR QUALITY
MODELS
SA-2579-8
FIGURE 3 SCHEMATIC OF INVENTORY SYSTEM
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D. Data Structures and Formats
1. Source Categories
The three principal categories of emission sources are point, line,
and area. Because they require sufficiently different identification
parameters, they should be filed by using different item data
structures. They can be stored in separate computer files or in the
same file in different item categories.
Point sources can be identified by the use of a group of
identification parameters selected from those given in the manual for
the NEDS inventory. Although this is a RAPS emission inventory, some of
the NEDS identifiers are included primarily to facilitate data
interchange between the two systems. The primary identifiers should be:
* Assigned source item number (sequence number assigned by
inventory system);
* Source category (e.g., power station, foundry, refinery);
* Source name (name of company, organization, or generic name
if it has no specific name);
* Plant No., Point No.;
* Street address (or nearest street identification);
* City, County, State, AQCR No.
The UTM coordinates are not included in the source identifiers of
point sources, because each stack of a multistack source will have its
UTM coordinate position in the data item. If some stacks at a plant
have different emission values or time sequences than others, more than
one data item will be needed to inventory that plant. The Point No. is
intended to identify such different sources within a plant.
The NEDS Source Category Code (SCC) is included as part of the
identification of each consumed or manufactured product, rather than as
a single-valued source identifier, because a source may utilize more
than one product. The code includes both the material and process
identification.
Location, source category, and sequence number identify area
sources. Predetermined area sizes or shapes need not be allocated. Any
closed simple area bounded by straight lines can be uniquely specified
by the coordinates of the intersections of these lines taken in order.
Thus the areas can be selected on the basis of convenience and
appropriate internal contents without size or shape restrictions. Area
sources can overlap; for example, an area identified for automotive
emissions may include or overlap an apartment house area. The
recommended identifiers for area sources are:
* Item number;
* Source category (e.g., automobiles, residential, dump);
* Area number (assigned sequence number);
* List of UTM coordinates of corners of boundary (starting
with most westerly or southwest corner and going clockwise);
* City, County, State, AQCR No.;
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* English language paragraph for general descriptive purposes.
This should always include a street or locality description
to supplement the UTM coordinate specification.
Identification of line sources will be similar to that for area
sources except for the significance of the UTM coordinate list. The
sequence of the UTM coordinates of the end points of a connected
sequence of straight lines approximating the position of the source will
locate each line source.
2. Data Item Formats
The items of the file will consist of point sources, area sources,
or line sources.
Many sources will have fuel-burning data or process rate data
instead of direct emission data. For some plants, the materials being
produced may be significant sources of air pollutants, and these
products can be included in the process category. Or, if data are
lacking on either, an activity may have to be identified to which an
average emission model can be applied (for example, automobile traffic).
An activity might be included for some point sources (like a freight
terminal), if the fuel or emission rates cannot be measured directly.
Thus, three different components of the source data that can be used in
combination for some sources are:
* Emission data
* Consumption and process data
* Activities.
In the case of consumables, the data element would describe rates
of consumption. For activities, the possibilities are so varied that no
single standard format for descriptive data is likely to be usable. One
example of an activity, automobile traffic, is discussed in the line
source category.
Except where direct emission data are available for a source, the
emission can be calculated from the consumption or activity data by
application of emission factors and emission models, and the result
entered into that source item in the inventory file as calculated
emission data.
a, roiut Sources
Any point source may emit one or more of several pollutants of
interest. If data capacity is provided in each item for all possible
pollutants, the file structure will be inefficiently used (mostly
empty). A more appropriate structure would use list elements
implemented such that each pollutant or consumable actually included in
the item list is associated with a pointer to an associated data
element, each of which is a logical record of variable length. This
will permit efficient use of computer storage and efficient retrieval
and selection of data for construction of model input files.
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In some data reference systems, the system automatically maintains
the pointers on the basis of the data linkages specified during data
entry. If the system does not provide internal pointers to associated
data elements, then explicit addresses (such as record number) must be
written in the file, and the user must maintain the necessary address
directory.
Figure 4 illustrates a sample point source item.
SOURCE IDENTIFIERS
ITEM NO., CATEG.,
NAME
PLANT NO.,
POINT NO.,
ADDRESS,
CITY, CO., STATE
AQCR NO.
STACK
1
POINTERS
CONSUMPTION
COAL
SCC CODE
POINTER
OIL
SCC CODE
POINTER
1
UTM COORD.
HEIGHT
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b. Area Sources
Because the format of an area or a line source will have to provide
for an indefinite number of UTM coordinates, these are placed in a
separate data element. The area and line sources are defined in terms
of a single principal pollutant; thus only that pollutant is identified,
instead of a list of them as in a point source item. The emission of
that pollutant will usually have to be computed from consumption data by
means of standard emission factors, so the consumption data should also
be included in each area source description in the inventory.
Figure 5 shows a sample area source item.
H1/V1, H2/V
SOURCE IDENTIFIERS
ITEM NO., AREA NO.
CATEGORY
ETC.
H1/V1, H2/V
0
2'
-
*
UNIT NAME | UNIT FACTOR
UTM COORD.
2
POINTERS
I
DESCR. COMMENT
LOCATION
APPROX AREA
EMISSION DATA | METHOD
POLLUTANT
NAME
POINTER
CONF. LEV. •*— J
STACK
HT.
FLOW
TEMP.
SA-2579-10
FIGURE 5 SAMPLE AREA SOURCE ITEM
This example shows how two separate areas can be included in one
area source item. An area source item can describe a set of
non-contiguous areas to avoid duplication of the complete description of
each of a set of area sources having identical emission characteristics.
The number in the UTM Coordinate component specifies the number of
different areas described in the item. For each area, there will be a
separate data element containing its coordinates.
The Stack data in an area source item refers to an equivalent stack
for purposes of dispersion modeling. The stack area is assumed to be
the whole source area; volumetric flow rate is estimated from fuel or
other consumption data. The. consumption data component is not shown in
this St-.'^p1-" it is strii^tut^d the same as the consumption component
shown in the _-.t a^jice sample.
Only a ,dry slight change in format is needed to use a single area
source item to describe the emission of more than one pollutant, as in
point sources. Therefore, although we are here suggesting a single
pollutant per area source item, that choice can be made by the emission
inventory manager at the time that the areas are defined.
-------
c. Line Sources
An important type of line source is automobile traffic. The format
of line source items will differ from area sources primarily in the
significance of the UTM coordinate list that will be the endpoints of
straight-line segments approximating the road route. The category name
"Road" can identify this type of source. The activity name can be
"Automobile", and additional elements should be appended to the item
under the names:
* Traffic (average vehicle flow, average speed, vehicle mix)
* Way (type, dimensions).
3. Other Data
File data describing the composition of fuels or other consumed
materials may be useful in the inventory, if they are variable for
different sources. A data element for composition can be attached to
any entry in the consumption list by a second pointer. The pointer
identification is: Pointer 1 to the consumption data element, Pointer 2
to the composition data element (if any).
The composition element can be a paired list of impurity element
symbol or compound formula and weight fraction for as many constituents
as are signifacant. The element or formula name can be terminated by a
blank, and each pair can be separated by a slash. A sample is shown
below.
S .02 / As .005
Another category of data that may be needed in some source items is
certain special emission factors, such as those for nitrogen oxides, for
sources where there are actual measurements of the factors. The
measured emission factors can be added to the data structure by a third
pointer under the appropriate consumable. The emission factor data
element will have to identify each pollutant calculated by each factor.
The data can be entered in the same format as that for composition,
above, except that the identifiers will be pollutants and the numerical
values will be emission factors.
Other source data may be added to any item by use of a labeled
pointer to an extension record. Any number of such extension records
may be attached to any item, but no additional storage space need be
allocated to items that do not include such data.
4. Data Element Formats
Most of the data elements will be numeric or text constants and
will require very little formal formatting. Real numbers must be
written in standard notations such as decimal or exponential (ie. 94.27,
1.03 E-4). Text elements can be written free-form. It is often
convenient to have one printing character such as "#" or "$" defined as
a text element terminator. A continuation character can also be defined
97
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to enable the entry of multiline text elements. On some systems, the
linefeed key is most effective for this purpose, because it initiates a
new line at the terminal.
The emission and consumption data elements, on the other hand, can
have a large variation in amount of data and should allow for different
levels of time resolution. These therefore require format rules to
provide exact identification of descriptors and data.
Since the data elements for consumption data may deal with a large
variety of consumable products, a single unit of measure (e.g.,
grams/second) may not always be appropriate. Therefore, the first
component of the data element is the name of the unit of measure and the
second is the conversion factor to convert that unit to the standard
inventory system unit.
For those sources for which a series of time-sequence measurements
are available, it will be useful to describe the emission or consumption
by those measurements. On the other hand, there will be many sources,
especially area sources, for which only approximate estimates can be
made, usually on the basis of some repetitive patterns over time. The
format rules described below can be used to describe either a
consecutive time sequence or repetitive time patterns or any convenient
combinations of both. This component of the data element may be very
long (up to 75,000 characters), but it will still be one logical record.
Each emission or consumption data element also includes a component
for Method, for Confidence Level, and an optional component for any
further comments that may be considered useful to add for documentation
of the data. Method will generally be described by means of a concise
standard descriptor or abbreviation of the name of the method used to
obtain the data, For example, "EF'1 can identify emission values
calculated from consumption data by application of the standard Emission
Factor table. Confidence level should be an estimate of the probable
error of the values given, based on a knowledge of the errors of the
method of measurement, or the reliability of the source data.
The emission element format is the following:
Data Element = Unit name + Unit factor + Data Part + Method +
Conf . Level 4 Comment(optional)
Da;. n""t = Time P^t'Data Part or Value
Ti.;.f- ?- - -- . ic...- Code:Time Range or (Time Part, Time Part, ...)
Time K.c.,
-------
Operator characters are:
: means a 'range/data1 sequence follows;
/ means a datum or a data set follows;
, Is a separator between components of a simple data set;
; is a separator between data sets of a multiple data set;
- is a connector between first and last time identifiers
(Inclusive) of a time range;
( ) enclose a multiple group of time pattern descriptions.
Some examples are:
M: 1/1.4,2/1.7,3/1.9, 12/1.3; is a set of values for each of
the 12 months.
H: 1/9.7,2/10.3, 24/8.2; is a set of 24 hourly values, for some
"average" day.
(M:ll-3/D:7-l/H:21-7, M:6-7/D:l/H:22-6)/1.4; specifies a repeating
pattern of 8 pm to 7 am on Saturdays and Sundays during November
through March, and 9 pm to 6 am on Sundays during June and July,
with an emission value of 1.4 units during each of these
intervals.
This looks complicated, but the notation is self-descriptive once
the user becomes familiar with the meaning of the punctuation symbols.
It satisfies two important criteria; it can concisely describe a large
variety of possible time-dependent data, and it can be read by machine.
There appears to be no way to design a preprinted, "fill in the
blanks", form for data to be entered in this format. The reason is that
the format is designed to provide a concise method of describing any
sequence or repetitive pattern of time-dependence using several
different time units, so that the syntax must be dynamic as in a
language, rather than a static syntax that can be preconstructed .
For each time interval code, the total period covered, and the
notation is shown in Table 9.
Table 9
Time Interval Codes and Ranges
Time Interval Code
Annual
Monthly
Weekly
Daily
Hourly
M:
W:
D:
H:
Period
range in calendar years to which the data
applies (e.g., 69-73)
1 year 1-12 values
1 year 1-53 values
1 week 1-7 values;
4=WED, 5=THU,
1 day 1-24 values
1=SUN, 2=MON, 3=TUE,
6=FRI, 7=SAT
All the time units refer to inclusive intervals (i.e., M:l-2 means
January and February). Counted hours, not clock time, is used (i.e.,
H:7-8 means from 6 am to 8 am). Zero (0) is avoided because it leads to
confusion in data entry and because it is not common usage. Since the
99
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week is defined to be Sunday through Saturday, a year will generally
begin and end with a partial week, so that there will always be 53
identifiable weeks in every year.
The emission data should correspond to the average emission during
the specified interval, for a current example of the period.
Multi-nested intervals can be used where sufficient data exist and the
emission changes considerably over the larger time intervals. For
example, hourly emission data for an average day during each of several
months may be useful, if the emission rates change considerably through
the year.
The large choice of time intervals permits the entry of detailed
time-dependence of emission if the information is available and less
detailed averages when that is all that is known. If data are available
only for portions of a data set, only those elements of the set need be
identified and entered in the inventory because the format includes a
numeric identifier for every time interval for which data are entered.
Since M: and W: interval sets both cover a period of one year,
they are mutually exclusive. The D: and H: intervals can be used with
any one of the first two in a multiple set, and D: and H: can also be
combined. By the use of these formats, each emission data element can
contain as few as one value, averaged over a typical year, or a value
for every hour of a year.
Although it uses a concise notation, this format is sufficiently
redundant to permit recognition of many entry errors. Manual
proofreading will detect many common typing errors, and the use of the
computer for checking the intern':! ; insistency of data and the syntactic
correctness of the data elements will also be feasible.
5. Summar}*- Listing
The following listing summarizes the form and arrangement of
identifiers in a source item. Generally, most of the entries will be
data relative to higher level identifiers and an identifier for lower
level data. They will only be entered into an item if they represent
actual information so that only a small fraction of the entries in this
table would occur in any r'r.gle inventory source item. Many of the
entries in •'" - table (e.,\,t names of pollutants) represent only a few
examples <_ £ u: ireitea set of possibilities and are included to
display their arrangement and nrtational style.
100
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Point
Identifiers
NO. Item number. For file maintenance.
Category Type of source
Name Ordinary name of facility
Street address
City, County, State, AQCR No.
Pollutants
S02 Chemical formula or abbreviated name
Unit Emission rate data Method C.L. Comment
HC
Unit Emission rate data Method C.L.
Consumption
Coal SCC code
Unit Consumption rate data Method C.L.
Activities
Trucks
Count/day
Helicopters
Count/day Comment
Stacks Count
UTM coord. Height Exit area Exit velocity Temp.
Area
Identifiers
NO.
Category
Area Number Assigned for map reference
City, County, State, AQCR No.
UTM Coord Area count
Coord list
Description of area
Pollutant Heat
Unit Emission rate data Method C.L.
Consumption Fuel Gas SCC code
Unit Consumption rate data Method C.L.
Activity
Autos
Flow Speed Veh. mix
Population
Persons Housing units Hous. mix
Line
(See Area—elements are essentially identical)
101
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E. Format Extensions for Batch Data Entry
To prepare the data items off-line for batch entry, it is necessary
to provide additional format conventions to indicate the logical
boundaries of data components and the hierarchic level structure of each
data item. If an existing data management system is obtained, it will
have its own formats for this purpose.
If a data management system is expected to be used to maintain the
RAPS Emission Inventory, but the scheduling of data processing requires
that data be prepared for machine entry before the entry formats for
that system are available, then this format can be used to enter the
data onto machine-readable media, and the form,.* -inverted later to
those required by the system. The special-pi^"" ~ .inversion program
will be a temporary program use; ,'.: ' once t> , ; :',-" data
previously entered. After that, a;. I new data 'i prepared directly
in the system format.
This extended format can a^so be used for the purpose of making
sequential files for temporary use without the use or support of a
hierarchic data management system. For this lain. •. > purpose, it is also
useful to include a code to show whether a given J.ata it en is a current
one in the file or has been replaced by an updated version, because the
actual deletion of items and compaction of the i il< ^ill require
processing by a file maintenance program.
The characters chosen as delimiters for this extended format have
not been used for the internal data formatting. These data structures,
together with all format defining ,-naracters, can be implemented within
the conventional 64-character ASCI! subset thai is available on most
keyboard data entry devices and pij.ut.ers:
[n Left bracket, followed by an integer, indicates
opening of a hierarchic data level, n = data level
n] Close data level n, and all inner levels.
< > Delimiters of datu element nanes
# Pound sign -• >*-j.td. c lament separ^i.-n .
Each - ' •-'at-'' itt-i:i •;> . , i t-c, n •> ith [1. • i id,, ate the status of
the item, tb in;. ;et I cat> ' t-. - linked. [1 means mat the item is a
current one jn the file; ' I;.LV,, i Vat it has been superseded. A
partial example of a data j i t-m > . •»» che niannei of u^e of these format
controls:
[1 [2 # 234f/ MFG?; UNIVERSAL HORSE-COi l.ARS# 999 WHINNY ST.,
ST. LOUIS, M0.# 70# 2| |2 -..POLLUTANTS: # S02 I i/' G/S # M:l/1.4,
2/1.7, 3/1.9 12/1.3* J| # HC [3/^ KG/HR « A:69-72/19.5# 2] [2
# 1 C3# 321.0,963. 1?> ':','=' 0.83/* '3V vji,,- H
The denotes this as a paii.^ : (not no. -u .: unless all types of
sources are included on one fi.it). ": lie denotar.;.o£i :J is the
102
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abbreviated name for Source Identifiers, a level 2 data structure.
The denotation is the name of the next level 2 structure,
but it contains two level 3 data sets. The terms S02 and EC are not
names of data structures, they are data, but a level 3 data structure
depends from each of them. is the name of another level 2 data
component, containing the parameters of each stack.
103
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F. Implementation
The next steps in the implementation of this emission inventory are
the following:
* Specify the set of point sources, area sources, and line sources
in the St. Louis metropolitan area that will be used as the
initial basis for the RAPS emission inventory.
* Assemble the data applicable to these sources from other
inventories and from other data sources.
* If a general-purpose data management svstem is not available,
then write a system of programs for fil, <.**.-finition,
data entry, and updating of the emi.ss:
* Specify data t-ntr> : '«:.,. - rr :- 3 based joint
described in this < . |-;v. , •'. the capa'i.i:
Any conflict.-, must ;• • ';ol\-id r>v ci.ai.- u1.
or the choice of p' • c (,<.-)> : - ;i ra^l-. i •
* Enter a small set of :at-: .-.» verify \ • \
structure and the furiat-, r» the datu In,,.
ui t lie formats
) i, f t he system.
<^ f riuat structures
; e o e f- s a r y.
'-s of the
* Enter and proof-,:; ; ,
* Write and tei.r tr t
- Computing emibsu r.
- Accessing data '.t^
of time, omisfs. • ..
- Const rue ti.ig .1 ^..i.
i n- mi i
. f i um uo:
he ousi -.
-T SOUl-
* Produce input data files i\,r models u: '.i
procedures or separate cGrn;>iier progrj..ic.
-1-•" vlata;
^ t - . , i i:d ranges
(.at ions;
p •. • . models.
- tther data system
I (14
-------
G. Specifications for Computer Programs
1. Data Management System
These systems usually consist of a group of interconnected
programs. This specification concerns only the external features
related to the operation of the RAPS Emission Inventory.
* Data bases of 20 million character size, containing up to 2000
items, each including 10 to 100 data elements, in up to 4
hierarchic levels.
* Batch data entry from punch cards, magnetic tapes, or disk
files.
* Capability for defining hierarchic data structures, including
list components.
* Symbolic naming of data components.
* Unrestricted lengths of lists and records.
* Retrieval of items by content or partial content of any data
component, including logical combinations of retrieval
specifications.
* Editing and updating individual items or groups of items.
* Interface for external programs to access data items and data
components in the files.
* (Optional) Capability of calling special subroutines within the
data system for operations requiring recognition of specialized
formats within a data component.
* (Optional) Construction of data files in specified formats for
use by external programs.
* (Optional) Sorting and indexing selected subfiles by content.
2. Input and Output Subroutines for Emission Model Programs
These are intended to be standardized subroutines, callable by any
emission model program to provide access to the emission inventory file.
The input subroutine must:
- Access source item via file address;
- Read consumption data component from source item;
- Extract SCC code, unit, time ranges, and consumption
values;
- Read emission factor for SCC code from Emission Factor
File;
Convert values to the units required by the model.
The output subroutine must:
- Generate calculated emission data element for the pollutant
and for the time ranges defined by the model, in the format
required by the inventory;
- Append the emission element to the same source item from
which the consumption data were read.
105
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3. Verification Program
This can operate in three different ways. It can be part of a data
entry program; it can be a separate program to correct preliminary data
files prior to merging into the Master Inventory; or it can operate
within the data management system on data sets retrieved by the system.
It should perform these tasks:
* Verification of syntax of formatted data components for
logically correct usage of operator and delimiter characters.
* Comparison of material names with those in a thesaurus file to
verify that every name is one of an allowed set.
* Printing listings of erroneous items with bad elements marked.
4. Data File Generator Program
This capability may be included in a complete data management
system. It should do the following operations as a minimum, although
more extensive formatting capabilities may be useful.
* Accept user or file input of specifications for the exact
sequence of data values and data representations required by an
external program.
* Take its input from a subset of the emission inventory file
selected by the data system and extract data from data
components (the input subroutine for the emission model can be
used for this purpose).
* Convert coordinate locations to the grid identification code
used by the model.
* Interpolate emission values, if necessary, to the time intervals
required by the model.
* Write the output file on the disk, magnetic tape, or punch
cards, as specified.
106
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VI TASK D: SURVEY AND EVALUATION OF EXISTING EMISSION INVENTORY DATA
A. Introduction
Air pollution studies have been conducted in the Saint Louis area
for many years, and several emission inventories have been developed.
To avoid any unnecessary duplication of effort, it was important to
review the existing emission inventories, to compare their content with
the information needed for RAPS, and, if they appeared to contain useful
information, to transfer this information to the RAPS inventory.
The City of Saint Louis has been involved in air pollution control
since its first antismoke ordinance was passed in 1893. Smoke and fumes
were, of course, the first targets of pollution control efforts; even so,
50 or 60 years passed before effective pollution control measures were
applied to the largest pollution sources of the Saint Louis area, the
power plants and the steel mills. In 1964, an "interstate Air Pollution
Study, Saint Louis-East Saint Louis Metropolitan Areas" was undertaken
by the U.S. Public Health Service. Questionnaires were sent out to de-
termine fuel use and combustible waste disposal practices in the area as
well as manufacturing activities. A revised emission inventory, still
based on 1963 data, was published in December 1966 as Phase II of the
interstate study.
After the Metropolitan Saint Louis Interstate Air Quality Control
Region had been established, the first comprehensive inventory was taken
in 1968, to serve as a basis for the Implementation Planning Program (IPP)
This inventory included the jurisdictions of Jefferson, Saint Charles,
and Saint Louis Counties and Saint Louis City in Missouri; and Madison,
Monroe, and Saint Clair Counties in Illinois. Franklin County was added
in 1969. Four additional Illinois counties, Bond, Clinton, Randolph,
and Washington, ,vere added to the air quality control region in 1971.
Only sulfur dioxide (SO?) ond particulates were included in the initial
IPP inventory. The more recent inventories contain estimates of carbon
monoxide (CO), hydrocarbons, and oxides of nitrogen (NO ) as well. The
X
following inventories are described in some detail in Section II:
• IPP Emission Inventory-1968
• IBM Emission Inventory-1970
• DAQED Emission Inventory-1971
107
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• NATO Emission Inventory-1971
• NEDS Emission Inventory-1973
In addition, the following traffic and transportation inventories
are discussed :
• Streets and highways
• Railways and vessels
The emission inventories in current use by the Missouri and Illinois
regulatory agencies were recently (Summer 1973) acquired and transferred
to the NEDS files under another contract; therefore, they are not con-
sidered separately.
Contact was also established with research groups, such as the
Metromex consortium, active in the Saint Louis area. However, these
groups do not have any emission inventory data. T*'or were any data avail-
able from industrial sources, such as the Waste font]ol Council.
The data available from the various air pollution control organiza-
tions deal with pollution arising from industrial, commercial, residential
and traffic activities. There appear to be no direct emission data on
such transient sources as agricultural spraying or fugitive dust.
B. Existing Emission Inventories lor the Metropolitan Saint Louis
Interstate Air Quality Control Region*
1. IPP Inventory-1968
The Implementation Planning Program (II'P) emission inventory
covering sulfur dioxide and parti dilate matter in the six counties and
the City of Saint Louis originally making up the Air Quality Control
Region was assembled bv the EPA Region VII office in 1968. This inven-
tory VDP used by Argo, National Laboratory as a basis for diffusion
modeling is. the .u>\ <;lopinent of the IPP for Illinois and Missouri.
The 1968 inventory lists yearly emissions of SO and particulates
^j
from 116 major spot sources and 316 area sources, on the basis of ques-
tionnaires and letters of intent filled out by local agencies. Typical
printout pages are shown in Figures A-l and A-2 in Appendix A.
*
The pioneering interstate study by U.S. P,li,o. it> mentioned above on
page 107.
108
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2. IBM Inventory-1970
In 1970 the International Business Machine Company (IBM) compiled
an emission inventory for the Office of Air Programs. This inventory
included only three Missouri counties (Jefferson, Saint Charles, and
Saint Louis) and Saint Louis City; therefore, it is not directly compar-
able with other inventories in the area.
Though it covers a smaller area, the IBM inventory is consider-
ably more detailed than the IPP inventory. It contains data on 105 point
sources, giving their location; stack parameters; fuel consumption data;
and calculated S00, particulate, CO, hydrocarbon, and NO emissions in
^ x
tons per year (Figure A-3, Appendix A). From these data, emission
inventories were calculated for each of the political jurisdictions.
In the IBM inventory, area sources were treated by counties.
Each county was divided into source areas, varying in size from 4 to
700 square kilometers. For each area, emissions of particulates, S02,
CO, hydrocarbons, and oxides of nitrogen were calculated for domestic,
commercial, and industrial sources, as well as for incinerators and motor
vehicles. A summary of the data is shown in Figure A-4, Appendix A.
3. DAQED Emission Inventory-1971
The former Division of Air Quality and Emission Data (DAQED)
acquired an emission inventory for the Saint Louis area by using the
rapid survey technique described by Ozolins and Smith.13 This technique
is based on information available in most urban areas; it does not entail
extensive surveys or sampling procedures. The results are, however,
considerably more accurate than those derived by gross approximations
based on published production or consumption data.
The inventory included SO?, particulate matter, CO, hydrocarbons,
and oxides of nitrogen. The data are given in metric units. Summary
information on population, area, some background information, and air
quality data, IF shown in Tables 15 and 16.
4. NATO Emission Inventory-1971
The North Atlantic Treaty Organization (NATO) emission inventory
for the Metropolitan Saint Louis Interstate Air Quality Region was pre-
pared in 1969 to serve as a comparison and model for the development of
emission inventories in Frankfurt, Germany, and Ankara, Turkey. The so-
called NATO Emission Inventory covered the following pollutants:
109
-------
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• Sulfur dioxide
• Participates
• Carbon monoxide
• Hydrocarbons
• Oxides of nitrogen
Essentially, this inventory v.as an updating from the IPP and DAQKD emis-
sion inventories of all area and major point source emissions. In June,
1971, the NATO inventory was further updated by using nev. emission factors.
The NATO inventory is the most \ersatile of the inventories
discussed so far. The data are grouped in the following 23 sections:
(1) Summary if Air Pollutant l-missi ons, Study Area.
(2) Summary of Air Pollutant Emissions, Saint Louis (ity,
Missouri.
(3) Summary of Air Pollutant Emissions, Saint Louis County,
Missouri.
(4) Summary of Air Pollutant Emissions, Jefferson County,
Missouri.
(5) Summary of Air Pollutant Emissions, Saint Charles County,
Missouri.
(6) Summary of Air Pollutant Emissions, Eranklin County,
Missouri.
(7) Summary of Air Pollutant Emissions, Madison County,
Illinois.
(8) Summary of Air Pollutant Emissions, Monroe County, Illinois,
(9) Summary of Air Pollutant Emissions, Saint Clair County,
Illinois.
(10) Summary of Air Pollutants from Point Sources.
(11) Summary of Air Pollutants from Area Sources.
(12) Combustion of Fuels, Stationary Sources.
(13) Transportation Sources.
(14) Process Losses.
(15) Emissions from Evaporative Losses.
(16) Emissions from Solid \\astc Disposal.
112
-------
(17) Point Source Emissions.
(18) Area Source Km i s s i on s (272 grids).
(19) Annual Fuel Consumption (by counties).
(20) Housing Units (bv .jurisdictions).
(21) Population, Housing Units (by grids).
•~>
(22) Emission Densities (tons km").
(23) Flights per year (various airports).
Samples from the inventory are shown in Figures A-.i through A-10,
Appendix A.
5. NEDS Inventory-1973
The inventories discussed so far show the gradual evolvement
of the techniques for collecting and processing inventory data. The
earliest inventory, the IPP inventory, contained information on only two
pollutants, sulfur dioxide and particulates, while subsequent inventories
include also data on carbon monoxide, hydrocarbons, and oxides of nitro-
gen. The data collection methods have also become More roll able. \- or
the IPP imentory, information (Mi area source emissions was obtaimd
from gross estimates on fuel delivery and consumption for the entire
area under study. The use of the rapid survey technique for the DAQED
inventory, which breaks down the information into geographic areas of
the community and makes use of formulas using degree-days (a unit repre-
senting the deviation from the mean ambient temperature—G5"F—for one
clay), the number and size of dwellings, and other refinements, provided
considerably more accurate estimates of emissions from area sources.
Similar techniques were used for all subsequent inventories.
A comparison of the presentations of data shows an increasing-
degree of sophistication and usefulness indicated by the various ways
in which the data are broken down and presented, for example, in the
NATO inventory.
The actual emissions of pollutants shown in the tabulations
have been continuously updated to reflect current practices as new sources
came into being or to reflect the installation and effect of control
equipment. For this reason, the inventories currently maintained by the
local and state regulatory agencies, such as the Saint Louis City or
County Air Pollution Control Office, are the only ones which can be used
for the purposes of RAPS. The data in these inventories, some of which
113
-------
are in the form of computer printouts (others are on Inspectors' Report
Sheets), have recently (Summer 1973) been acquired and entered into the
National Emission Data Systems (NEDS) inventory. The characteristics of
this inventory system, presented in APTD-1135, "A Guide for Compiling a
Comprehensive Emission Inventory,"14 are discussed below.
The NEDS was created by the EPA Office of Air Programs to pro-
vide a uniform format for source inventory data on a national scale. It
consists of a number of separate files suitable for computerized process-
ing and has provisions for storing data for both point and area systems
as well as separate files containing various input/output, maintenance,
and editing programs. The concept is shown in Figure 6.
The system distinguishes between point sources (emitting at
least 100 tons per year) and area sources for the primary pollutants:
particulates, S02, CO, hydrocarbons, and NO . The decision to designate
sources emitting more than 100 tons per year of primary pollutants as
point sources is based on the estimate that a 100-tons-per-year source
would produce, under average meteorological conditions, an ambient con-
centration of about 5 to 8 micrograms of pollutant per cubic meter.
This is about 10 percent of the secondary annual federal air quality
standard for SO or particulates. (Page 10-2 of APTD-1135.14)
£t
In addition, about 70 compounds or categories of industrial
sources are designated as point sources regardless of quantities of
emissions.
A point source is defined, therefore, as any emitting point or
plant or facility whose summation of emitting points totals 100 tons or
more per year of any one of the five primary pollutants: CO, SO , NO ,
^ x
particulates, or hydrocarbons; or as any of the pollutant sources listed
below, regardless of quantity of emissions.
• Chemical process industries: adipic acid, ammonia, ammonium
nitrate, carbon black, charcoal, chlorine, detergent and
soap, explosives (TNT and nitrocellulose), hydrofluoric acid,
nitric acid, paint and varnish manufacturing, phosphoric
acid, phthalic anhydride, plastics manufacturing, printing
ink manufacturing, sodium carbonate, sulfuric acid, synthetic
fibers, synthetic rubber, terephthalic acid.
• Food and agricultural industries: alfalfa dehydrating,
ammonium nitrate, coffee roasting, cotton ginning, feed and
grain, fermentation processes, fertilizers, fish meal proces-
sing, meat smoke houses, starch manufacturing, sugar cane
processing.
114
-------
EMISSION INVENTORY
DATA SYSTEM
POINT SOURCE FILE
EMISSION CALCULATION
PROGRAMS
AREA SOURCE FILE
INPUT, OUTPUT
PROGRAMS
HAZARDOUS POLLUTANTS
SOURCE FILE
AREAWIDE INVENTORY
PROGRAMS
EMISSION FACTOR FILE
IPP MODELING CONVERSION
PROGRAM
GEOGRAPHICAL ID FILE
AREA SOURCE GRIDDING
PROGRAM
CONTROL EQUIPMENT
ID FILE
TREND PROJECTION
ANALYSIS PROGRAMS
IPP PROCESS ID FILE
POPULATION DATA FILE
SOURCE: "Guide for Compiling a Comprehensive Emission Inventory,"
Environmental Protection Agency (1972).
SA-2579-11
FIGURE 6 EMISSION INVENTORY SYSTEM CONCEPT
115
-------
• Metallurgical industries: aluminum ore reduction, copper
smelters, ferroalloy production, iron and steel mills, lead
smelters, metallurgical coke manufacturing, zinc (primary
metals industries) ; aluminum operations, brass and bronze
smelting, ferroalloys, gray iron foundries, lead smelting,
magnesium smelting, steel foundries, zinc processes
(secondary metal industries).
• Mineral products industries: asphalt roofing, asphaltic
concrete batching, bricks and related clay refractories,
calcium carbide, castable refractories, cement, ceramic
and clay processes, clay and fly ash sinlering, coal clean-
ing, concrete batching, fiberglass manufacturing, frit manu-
facturing, glass manufacturing, gypsum manufacturing, lime
manufacturing, mineral wool manufacturing, paperboard manu-
facturing, perlite manufacturing, phosphate rock preparation,
rock, gravel, and sand quarrying and processing.
• All petroleum refining and petrochemical operations.
• All wood processing operations.
• Petroleum storage (storage tanks and bulk terminals).
• Miscellaneous: fossil fuel steam electric power plants,
municipal or equivalent incinerators, open burning dumps.
» Hazardous pollutant sources.
Another category of point sources, regardless of quantities of
emissions, are pollutants designated as hazardous. A list of these is
still in preparation.
The location of all point sources is described using Universal
Transverse Mercator (UTM) coordinates. This system, designed by the U.S.
Army provides projections of square grid zones with convenient measur-
ing units. The system has the advantage of continuity and uniformity for
the country, and it is rapidly becoming the accepted system of base
coordinates for a body of technical information.
The NED System contains other files beside the source inventory.
These are
• The Population Data File, which contains such information
as number of household units in an area, number of manu-
facturing employees, number of retail and wholesale establish-
ments. This information is used to calculate emissions
116
-------
where no direct data are available, as for example, emissions
resulting from solid wastes, fuel consumption for space
heating, and others.
• The Emission Factor File, which contains conversion factors
that provide an estimate of the production of a given pol-
lutant by a process or activity. For example, it has been
estimated that two pounds of solvent per person per year are
emitted from dry cleaning plants in moderate climates. In
conjunction with appropriate population data contained in the
Population Data File, the total amount of hydrocarbons per
unit area can thus be calculated. The most complete collec-
tion of factors has been published by EPA in the Compilation
of Air Pollutant Emission Factors (AP-42).
• The Control Equipment File, which contains information on
types and efficiencies of various control devices.
As indicated in Figure 6, the NED System contains a number of
programs; these include not only "housekeeping" programs, such as those
for input and output, editing, and emission calculation, programs per-
mitting outputs by area, source classification, and pollutant, as well
as conversion programs selecting data for implementation planning pro-
grams and trend analysis.
The system is designed to provide data on annual emissions of
pollutants; estimates of shorter emission rates—weekly, daily, or hourly--
can be calculated automatically by applying appropriately resolved pro-
duction throughput, or other control data to the base emission figure.
Such an approach can provide the time resolution necessary for RAPS where
no actual hourly measurements are available. Typical printouts are shown
in Figures A-ll and A-12 in Appendix A.
Table 17 shows a comparison of the various emission inventories.
Only limited conclusions can be drawn from a comparison of these data.
The data in the IBM inventory, covering a much more limited area, are not
comparable at all; nor do the other inventories cover exactly the same
territory. The data shown for the NEDS inventory have been adjusted to
include only the counties included in the two NATO inventories; thus,
these three inventories are directly comparable. Good agreement is shown
for sulfur oxides (if a correction of about 100,000 tons per year,
corresponding to the SO emissions of Franklin County, is added to the
IPP and DAQED figures). The figures for the total emission of partic-
ulates and carbon monoxide are much higher in the NEDS inventory than in
the older inventories; the emission values for hydrocarbons and nitrogen
oxides again show quite good agreement (the contribution from Franklin
County is fairly small).
117
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The inventories are too close in time to allow any clear trends
to show up. The differences are probably better viewed as examples of
changes produced by better inventory techniques. Even so, closer examina-
tion of NEDS data shows examples of values that suggest the desirability
of rechecking the data; for example, a CO emission of 1,340,000 tons from
a single blast furnace or evaporation of 14,000 tons from a single tank
suggests a check. The former amounts to almost 35 percent of the total
estimated emission of carbon monoxide for the air quality control region;
if correct, it will certainly affect the view of carbon monoxide as a
~L.
pollutant whose origin is primarily related to traffic sources.
As the NEDS inventory represents the current understanding of
emissions in the Saint Louis area, it could and should be used for plan-
ning purposes. For example, it can serve as a basis for the determination
of the number of point sources that should be monitored for the RAPS
emission inventory, since only the most important point sources can be
monitored. A review of the point sources listed in the NEDS inventory
shows the breakdown of point sources by size in Table 18 and Figure 7.
Table 18
NUMBER OF POINT SOURCES
Pollutant
Particulates
SO
X
NO
X
HC
CO
Emission Category
(tons/year)
>10*
271
345
352
269
93
1 - -
>102t
99
184
111
99
31
>io3t
28
67
24
23
11
>104t
6
13
7
1
6
t
Data from NEDS printout of 19 December 1973.
some sources not in earlier printouts.
Data from NEDS printout of 28 August 1973.
Includes
Both of these figures are erroneous (Personal Communication, Illinois
Environmental Protection Agency, December 1973).
119
-------
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This information is even more relevant if it is arranged to indicate what
percentage of total emissions can be evaluated by monitoring a given num-
ber of sources. By referring to Figures 8 through 12, we see that we can
monitor, say, 90 percent of all emissions from point sources greater than
1 ton/year by observing about 40 sources for SO2, about 5 for CO, 50 for
particulates, and 100 for hydrocarbons; oxides of nitrogen, however, would
require the monitoring of 330 sources to achieve the 90 percent level.
Alternatively, we could decide to use an emission of 100 tons per year
as a cutoff point. In that case, 184 sources for SO , 31 sources for CO,
99 sources for particulates and hydrocarbons, and 111 sources for NO
should be monitored. Table 19 summarizes.
As mentioned above (page 114) the 100 ton-per-year break point
is consistent with a 10 percent sensitivity for modeling or measuring con-
centrations near the levels of the national secondary air quality standards.
While this is probably equally suitable for the modeling verification
studies of RAPS, the sensitivity of such multisource models to this break
point should be investigated by specific studies as recommended above on
pages 48-49.
Table 19
NUMBER OF SOURCES MONITORED
Pollutant
so2
Particulates
CO
Hydrocarbons
NO
X
Type of Inventory
90 Percent of
Emissions from
Point Sources
40
50
5
99
330
100 Tons
per Year
Inventory
184
99
31
99
111
The above data can also be used to evaluate the relative im-
portance, and thus the appropriate treatment, of area sources.
For example, if we assume that all sources emitting more than
100 tons per year of any pollutant will be monitored directly, the remain-
ing point sources (that is, those emitting between 1 and 100 tons per year)
121
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122
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100
H
2
LU
O
or
LLI
Q_
_f < 10,000 TON/YEARS
70
60
50 L-< 100,000 TON/YEARS
40
30
10
0
TOTAL AQCR
ALL POINT SOURCES
P.S. > 100 T/YR
P.S. > 1000 T/YR
P.S. > 5000 T/YR
P.S. > 10,000 T/YR
P.S. > 100,000 T/YR
TOTAL AREA SOURCES
NUMBER
SOURCES
358
184
67
26
13
4
TONS/YEAR
1 ,233,805
1 ,220,897
1,182,909
1,144,906
1,060,480
990,500
608,000
12,908
PERCENT OF
POINT SOURCES
100.0
96.9
93.8
86.8
81.1
49.8
PERCENT
OF TOTAL
100.0
98.9
95.9
92.8
85.9
80.3
49.3
1.1
0 50 100
SOURCE: NEDS Inventory (1973).
150 200 250
NUMBER OF POINT SOURCES
300
350
400
SA-2579-14
FIGURE 9 S02 EMISSIONS FOR THE SAINT LOUIS AIR QUALITY CONTROL REGION
123
-------
100
90 —
20
10
TOTAL AQCR
ALL POINT SOURCES
P.S. > 100 T/YR
P.S. > 1000 T/YR
P.S. > 10,000 T/YR
AREA SOURCES
NUMBER
SOURCES
480
111
24
7
TONS/YEAR
432,790
311,577
231,745
205,770
162,100
121,213
PERCENT OF
POINT SOURCES
100.0
74.3
66.0
52.0
PERCENT
OF TOTAL
100.0
72.0
53.5
47.5
37.5
28.0
100
200 300 400 500
NUMBER OF POINT SOURCES
600 700
SA-2579-15
FIGURE 10 N0x EMISSIONS FOR THE SAINT LOUIS AIR QUALITY CONTROL REGION
124
-------
100
o
I-
LL
O
111
o
cr
ut
Q_
> 1 TON/YEAR
30
20
10
TOTAL AQCR
ALL POINT SOURCES
P.S. > 100 TONS/YR
P.S. > 1000 TONS/YR
P.S. > 10,000 TONS/YR
ALL AREA SOURCES
NUMBER
SOURCES
470
99
23
1
TONS/YEAR
294,908
78,295
71,051
45,960
14,100
216,613
PERCENT OF
POINT SOURCES
100.0
90.7
58.7
18.0
PERCENT
OF TOTAL
100.0
26.5
24.1
15.6
4.8
73.4
> 10,000 TONS/YEAR
100
200 300 400 500
NUMBER OF POINT SOURCES
600
700
SA-2579-16
FIGURE 11 HYDROCARBON EMISSIONS FOR THE SAINT LOUIS AIR QUALITY CONTROL
REGION
125
-------
100
2
LL.
O
HI
O
(t
LU
Q.
90
< 100 TONS/YEAR
< 1000 TONS/YEAR
< 10,000 TONS/YEAR
OF POINT SOURCES
80 I" < 100,000 TONS/YEAR
70
60
50
40
30
20
10
0
1000 TONS/YEAR
100 TONS/YEAR
OF ALL SOURCES
< 10,000 TONS/YEAR
< 100,000 TONS/YEAR
TOTAL AQCR
ALL POINT SOURCES
P.S. > 100 T/YR
P.S. > 1000 T/YR
P.S. > 10,000 T/YR
P.S. > 100,000 T/YR
TOTAL AREA SOURCES
NUMBER
SOURCES
216
31
11
6
1
TONS/YEAR
3,852,627
1,684,792
1 ,680,920
1,674,300
1,661,300
1 ,340,000
2,167,835
PERCENT OF
POINT SOURCES
100.0
99.8
99.4
98.6
79.5
I
PERCENT
OF TOTAL
100.0
43.7
43.6
43.5
43.1
34.8
56.3
0 50 100 150 200 250 300 350
NUMBER OF POINT SOURCES
SA-2579-17
FIGURE 12 CO EMISSIONS FOR THE SAINT LOUIS AIR QUALITY CONTROL REGION
126
-------
will be assigned to area sources. For purposes other than those of the
emission inventory itself, it may be desirable to monitor directly a few
point sources emitting less than 100 tons per year. Thus, a source lo-
cated near an air quality monitoring station may be monitored directly
to aid in evaluating the measurements from the station, and would, there-
fore, be treated as a point source rather than included as an area source.
In addition to these minor point sources, the area sources also contain
emissions of totally diffuse origin (mainly traffic, but also domestic
heating). The hourly distribution patterns of these two types of sources
are different. It thus becomes necessary to establish the distribution
patterns of minor point sources if they amount to a significant fraction
of the total area emissions.
Table 20 shows the breakdown of minor point sources in relation
to diffuse area sources. The data indicate, for example, that minor point
sources are an important component of area SO emissions (75 percent) and
small fractions of CO, hydrocarbon, and particulate emissions. On the
other hand, only in the case of NO do minor point sources constitute an
X
appreciable fraction (18.4 percent) of the total emissions of the Saint
Louis area.
Thus, a realistic decision can be reached in the framework of
actual emissions in the Saint Louis area.
C. Traffic and Transportation Inventories
1. Streets and Highways
A comprehensive study of surface transportation in the Saint
Louis area was initiated in 1965 by the East-West Gateway Coordinating
Council in cooperation with the State Highway Commission of Missouri,
the Illinois Department of Transportation, and related federal and local
agencies. The purpose of the study was to develop a balanced, multimodal
transportation plan for the period extending to 1990 based on forecasts
of socioeconomic and land use data.
As part of this program, traffic volume data were gathered and
appropriate traffic maps were prepared. Average daily traffic counts were
obtained for all major streets and highways in the City of Saint Louis,
Saint Louis County, and portions of Saint Charles, Franklin, and Jefferson
Counties in Missouri and Madison, Monroe, and Saint Clair Counties in
Illinois. The following functional definitions were used for classifica-
tion purposes :
127
-------
Table 20
BREAKDOWN OF AREA SOURCES
SO
2
Remaining point sources
> 1 ton /year
Area sources
Total
CO
Point sources > 1 ton/year
Area sources
Total
NO
X
Point sources > 1 ton/year
Area sources
Total
HC
Point sources > 1 ton/year
Area sources
Total
Particulates
Point source > 1 ton/year
Area sources > 1 ton/year
Total
Number
174
185
369
371
460
Emissions
(tons/year)
37,988
12,908
50,876
3,872
2,167,835
2,171,707
79,832
121 ,213
201,245
7,244
216,613
223,857
10,150
104,161
114,311
Percent
of Point
Sources
3.1%
0.2%
25.6%
9.2%
4.0%
Percent
of All
Sources
3.1%
1.1
4.1%
0.1%
56.3
56.4%
18.4%
28.0
46.5%
2.5%
73.4
75.9%
2.9%
29.3
32.2%
Remaining
Point Sources
as Percent of
Area Sources
75 %
0.2%
39.6%
3.3%
9.0%
128
-------
• Freeways and expressways are high-volume, high-speed high-
ways designed to carry about 12,000 vehicles per lane per
day at speeds of 35 to 50 miles per hour. All cross traffic
is carried on separate levels, and there are no traffic
signals.
• Principal arterials carry large volumes of traffic between
different parts of the urban system and connect to the free-
way system. Typically, they carry 6,000 vehicles per lane
per day at average speeds of 25 to 35 miles per hour. Minor
arterials carry traffic between the principal arterial net-
work; they alsc serve as local streets. They frequently
carry up to 6,000 vehicles per lane per day at speeds of 20
to 30 miles per hour.
• Local streets provide access to all areas. They vary in
design capacity.
Data were gathered for all freeways and major and minor arterials.
Street names were alphabetized, and segments were designated by intersec-
tions (not by UTM coordinates). The resulting data are shown graphically
on a traffic map in Figure 13, and they are updated yearly by the Missouri
and Illinois traffic authorities.
2. Railways and Vessels
The U.S. Department of Transportation is planning three trans-
portation studies in the Saint Louis area, as a part of the Saint Louis
Air Pollution Studies. The goal of these studies is to ascertain the air
pollution attributable to railways an/3 vessels in addition to quantifying
the emissions from specific transportation systems and facilities. The
studies are being coordinated with EPA's Regional Air Pollution Study.
The first of these studies deals with waterborne vessels, which
constitute a portion of the mobile pollution sources of the Saint Louis
area. A comprehensive listing of sources, such as tugboats, tankers,
recreational vessels, and so forth, will be organized by engine horsepower.
The frequency of usage will be determined, and the pollutant emission cal-
culated using appropriate emission factors. If the data appear to warrant
additional investigation, increasingly accurate inventories are planned
according to the scheme shown in Table 21.
A similar study is planned for rail operations' in the Saint Louis
area. Rail activity in the region has been studied for many years. The
Transportation Systems C'enter, DoT, recently estimated annual surface
-------
-«/5^t<'if'" fe"l .,,„
»,, ™^?*° •
"....„, ,-«,,.-/ ,
""-;•<' -%^'/ ' '
no v-,.-'
' "F,,,««-:"-p^--'4,j0 '
15, X CH,^, _ V^yITM
-^^r;^
MISSOURI STATE HIGHWAY DEPARTMENT
OFFICE OF PLANNING
U S DEPARTMENT OF TRANSPORTATIO
FEDERAL HIGHWAY ADMINISTRATION
BUREAU OF PUBLIC ROADS
1969
TRAFFIC MAP
ST. LOUIS METROPOLITAN AREA
INTERSTATE AND FREEWAY SYSTEM
(
i "ttiMt0" "*"""**
SA-2579-18
FIGURE 13 1969 TRAFFIC MAP OF SAINT LOUIS METROPOLITAN AREA INTERSTATE
AND FREEWAY SYSTEM
130
-------
Table 21
CLASSIFICATION OF POSSIBLE EMISSION INVENTORIES
*,
Type Inventory
Based on
published data
Rapid survey
Comprehensive
Extensive
field survey
Source
Description
Exhaust
averages
from
literature
Exhaust
averages
calculated
from opera-
tors duty
cycles
Exhaust and
evaporative
averages
from tests
Individual
exhaust and
evaporative
tests
Position
Resolution
Region
Terminals
Mainlines
Fine grid
Fine grid
Time
Resolution
Yearly average
Weekly/daily
average
Weekly average
and possible
daily maximums
Weekly
averages and
possible
hourly
maximums
Source: "Air Pollution Guidelines," NATO Committee on
Challenges of Modern Societies (1971).
131
-------
Table 22
1967 EMISSIONS FROM RAIL OPERATIONS
WITHIN 100 MILES OF SAINT LOUIS
Pollutant
Particulates
S°2
CO
HC
NO
X
Aldehydes
Organic acids
Total
103 Ib
97
253
273
195
292
16
27
1,153
Source: J. C. Sturm, Railroads and
Air Pollution: A Perspective,'
Report No. FRA-RT-73-33, U.S.
D.O.T. Federal Railroad Admin-
istration, Washington, D.C.
(May 1973).
freight transportation exhaust emissions within 100 miles of Saint Louis.
These estimated rail exhaust emissions for 1967 are shown in Table 22.
The rail source emission inventory will describe
• The quantity of emissions by source type
• The location of the sources
The time pattern.
As in the case of the vessel inventory, a series of inventory
methodologies will be used (similar to the ones shown in Table 21) start-
ing with a review of published data on rail operations and standard
132
-------
emission factors. Subsequent inventories with increasing refinements
in location, emission, and time factors are planned for those pollutants
whose emissions appear to be of sufficient magnitude to warrant further
investigation.
A separate study of emissions from Saint Louis railway terminals
is also planned. This study will concern itself not only with emissions
from locomotives, but also with emissions from stationary sources at
terminals, such as power plants, fuel storage, incinerators, and with
operational factors, such as freight handling by trucks or cargo spillage.
D. Summary
The requirements of accuracy and spatial and temporal resolution
that the RAPS emission inventory should exhibit are not met by any of
the existing inventories. The first four inventories—the IPP, IBM,
DAQED, and NATO emission inventories—are essentially of only historical
interest.
The NEDS inventory contains the best current estimates, and it con-
stitutes a useful data base for those emission sources that, for prac-
tical reasons, cannot be individually measured or closely simulated by
emission modeling. It can serve as a base for the determination of the
scope of the task, since it details the source size and the descriptions
of location, normal operating schedule, source classification code number,
and stack parameters.
It certainly could meet the requirement for long-term data on a wide
range of pollutants. For model verification purposes for a limited range
of pollutants, the content of the NEDS inventory is, however, inadequate
since it only gives annual emission data and does not provide sufficiently
detailed information for the determination of hourly emissions of suf-
ficient precision even with the application of appropriate models.
Data on traffic and transportation are in part contained in the area
source emission data of NEDS. For freeways and major arteries, which
will be treated as line sources, these data will have to be supplemented
by information on the traffic mix, average speed, type of roadway, and
other factors.
133
-------
VII TASK E: EMISSIONS MODELING
A. Introduction
The specification of the rate and distribution of emissions is basic
to any air quality simulation model. However, emissions per se have
rarely been measured in modeling studies conducted prior to RAPS; usually,
emissions are parameterized on the basis of available emissions-related
data. The so-called emissions model is thus a methodology that relates
available data to the required mass flux density of pollutant emissions.
Depending on the type of the emissions source and the requirements
of the various air quality simulation models, emission models are con-
veniently classified according to the mobility and configuration and type
of the source. Figure 14 is a three-dimensional matrix illustrating some
64 possible combinations of emission features that describe various
emission model types. These are only broad classifications, and the
number of real possibilities is considerably greater. Referring to the
discussion of Task B, for example, we note that there are at least four
major categories of gaseous pollutants to be considered: carbon monoxide
(CO), oxides of nitrogen (NOX). hydrocarbons (HC), and sulphur oxides
(SOX) . Also, particulates may need to be classed as large (> 2(am) or
small (f 2|^m), while mobile surface emissions can be subdivided similarly
as gasoline and diesel powered roadway vehicles, trains, on-ground aircraft,
and so forth. The saving factors are; that not all combinations exist in
the real world, some are of no major concern, and others can be grouped
and treated in a single approach.
Other constraints also limit the task of specifying the input require-
ments and the structure of emission models likely to be required in the
RAPS. Many such constraining factors have already been discussed in
other task reports. Emission model requirements are determined by the
specific requirements of simulation models to be evaluated in RAPS. For
example, the minimum emission-time resolution for most model applications
is specified as one hour. (We do consider, later in this section, sub-
hourly specifications for vehicular emissions.) Spatial resolution has
also been addressed in Task B (Section IV), but an objective methodology
for evaluating the required geographical resolution of major point sources
is presented in this task report.
135
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B. Modeling
1. Review of Existing Models
An extensive and in-depth review of the available literature
on emissions modeling resulted in the identification of 28 papers and
reports deemed significant in the context of this RAPS study. Appendix B
summarizes these models by listing (1) the author's abstract, (2) our
summary of the significant features of the models, and (3) the form and
availability of documentation. Table 23 lists the models reviewed and
summarizes the models according to emissions type, source mobility and
configuration, and the degree of experimental verification. The last
aspect is particularly important to RAPS where appropriate short-term
specification of emissions is essential to the overall evaluation of
air quality simulation model performance. In this regard, it is sig-
nificant that only three of the 28 models reviewed have undergone in-
dependent experimental evaluation of the emission estimates.
While Table 23 provides an overview of the emission models,
Table 24 lists details of the input requirements and outputs of selected
emission models. Generally, these models are the more comprehensive
ones reviewed; as such, they reflect the state of the art and outline
the facility and process parameters needed to simulate emissions from
the smaller sources (discussed under Task B). In Table 24, the input
requirements of the various models surveyed are subdivided into model
inputs and model parameters, two categories with subtle distinctions.
The attempt was to list as model parameters those data that are essentially
internal to the emission model in that they are usually specified only
initially. Of course, they may need to be revised periodically as updated
or more representative values become available. Model inputs on the other
hand encompass operational inputs required to actually run the model and
generate emission rates. The classification system should not be viewed
as rigid or formal, but rather as a convenience.
The discussion in Section IV points out many of the inadequacies
of emission modeling techniques for use in a research program focused on
the development and evaluation of air quality simulation models. In the
past, emission data have been derived primarily from long-term average
emission estimates--especially for the stationary sources. In turn, most
of the long-term data have been derived not from direct measurement, but,
by applying emission factors to survey information (e.g., fuel consumption).
Hourly emission estimates (and finer spatial resolution) have then usually
been derived from simulation techniques surveyed in this review. The
resulting aggregation of emission factors and correlation and algorithms
137
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144
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for the simulation of high resolution spatial and temporal emissions is,
thus, defined as the emission model. Because of the uncertainties and
potential for error in these methods, an emission inventory system for
RAPS that relies heavily on measurement techniques has been proposed.
However, two areas have been identified where the measurement approach
is not feasible and where the use of simulation techniques is recommended.
As discussed in Section IV, small stationary sources fall into this cate-
gory. And it will be shown here that the magnitude of the mobile emission
(i.e., roadway emission) network requires the use of emission simulation
techniques together with some special measurements.
In spite of the limitations of many of the emission models, we
have sought to identify those models that are appropriate to the treatment
of small stationary sources and mobile sources. We have also included
models that have heretofore been used to simulate emissions from the
larger point sources; without the special, direct measurements recommended
in Section IV, these models would provide the best (though admittedly
coarse) emission estimates for these sources. Having thus placed in
perspective the role of emission models in RAPS, we discuss below a
cross section of models and the needs they appear to serve.
• The Argonne Model of Roberts8* for the simulation of
hourly SO2 emissions from distributed residential,
commercial, and institutional sources, and for hourly
SC>2 and thermal emissions from major point sources.
• The emissions model developed at Systems Applications,
Inc. (SAI), by Roberts1;3 for hourly stationary point
and area source emissions of NOX and hydrocarbons.
This model is also recommended for the simulation of
vehicular NOX, CO, and hydrocarbon emissions subject
to one reservation. The SAI aggregates vehicular
emissions into two square mile area sources—a
feature that may be too gross for direct application
to RAPS. Therefore, we suggest that the SAI model
be modified to provide link-by-link emissions for
the major links in the manner of the Stanford Research
Institute (SRI) model of Ludwig4 while retaining the
spatial averaging (on the smaller scale of one square
kilometer) method for the secondary links.
*
Model reports are reviewed in Appendix B.
145
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• The Geomet model6 for diurnal emissions from river
vessels and railroads.
• The Platt's model for Northern Research and Engineering,6*
for aircraft emissions.
Several categories of emissions are notable by their absence
from the above listing. To the best of our knowledge, there are no
models available that treat heat emissions from vehicular or distributed
area sources although the inputs to such models already seem to be re-
quired in the SAI, SRI, Geomet, and Argonne models. However, appropriate
thermal emission factors are required. Another shortcoming of the available
models is the treatment of particulate emissions. While four of the 28
models reviewed treat particulates, none provides output on size dis-
tribution.
Furthermore, very little has been done to develop a regionally
applicable model of man-induced water vapor emissions. To be sure, the
knowledge and expertise are available to develop such a model, but a
rigorous and comprehensive methodology has not been compiled. Perhaps
the closest facsimile to what is required is the work at the University
of Alaska by Benson20 for Fairbanks, Alaska, where water is considered
a primary atmospheric pollutant in winter. Thus, we recommend the use
of an aqueous emissions model, similar to Benson's, but expanded as dis-
cussed later.
Lastly, the emissions modeling work of the Ontario Department
of the Environment for Toronto is perhaps the singularly most comprehensive,
available methodology; it is not, however, generally available. We suggest
that official requests be submitted to the Ontario Department of the
Environment since many of their methods and experiences might be of
benefit in the development of the RAPS emissions inventory.
2. Specification of Emissions
The basic requirement of the RAPS emissions inventory program
is to provide hour-by-hour emission rates for the various pollutants and
heat and water vapor. The pollutant emissions are of primary importance
*
This model is currently being modified by Geomet under Contract 68-02-
0665 with the Meteorology Laboratory, Environmental Protection Agency,
Research Triangle Park, North Carolina.
146
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(they specify the basic emission inventory requirements), while heat and
water vapor can be determined from data acquired in the course of listing
the pollutants (see Task B).
For stationary sources,, there is a three-stage sequence in
which emissions should be specified in RAPS.
(1) Direct measurement of emissions.
(2) Measurement of inputs to the pollutant-generating
process with subsequent parameterization of the
input-output (i.e., emissions) relationship.
(3) Parameterization of both the inputs and input-
output relationship.
An example of the first would be the use of in-stack monitors at major
power-generating facilities. The second method would employ measurement
of process parameters directly related to emissions (e.g. fuel consumption
rate), while in the third case these parameters might be determined from
a statistical base or as a function of a known indirect indicator (e.g.,
degree-hours). Prior to RAPS, regional studies employed the third method
almost exclusively. In RAPS, however, greater emphasis must be placed
on the first and second methods.
a. Stationary Sources
Direct monitoring (input or output) of all stationary
sources is not practicable in view of financial constraints, nor is it
required; hence, there is a need for emission models. The available
inventories for Saint Louis have been reviewed in discussions of Tasks B
and D to identify the number and size of the major point sources of SOX
and NOX (CO and HC are emitted primarily by distributed sources). A
major point source may be considered as one that receives individual
treatment in an air quality dispersion model, not one that is aggregated
into an area source. About 13 point sources (e.g., power-generating
plants) have been identified as "principal" major emitters with emission
rates far in excess of "secondary" major point sources. As a first step,
we have proposed (Task B) routine emissions monitoring for all principal
sources and routine input monitoring for secondary point sources. Routine
input or emissions monitoring is not required for the remaining individual
stationary point and area sources. The best available emissions models
will serve adequately.
147
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The types of input or emissions measurements recommended
above for various stationary sources are those necessary to provide the
accurate and current emissions inventory required as input to the oper-
ation or evaluation of mesoscale air quality simulation models. Where
the intent is to investigate microscale phenomena,, the basic or routine
inventory will need to be supplemented with special emission inputs.
Depending on model receptor locations (or the location of air quality
monitoring stations), it may be necessary to provide higher resolution
emissions data for some of the lesser sources. Thus, for example, minor
point sources near a particular receptor may either need to be monitored
continuously or, at least extensively, during selected periods. More
specific requirements cannot be set until actual monitoring sites are
determined or specific research studies defined. This is especially
true for emissions from mobile sources; further considerations along
these lines are presented later in this section.
b. Mobile Sources
For routine use, the mobile emission inventory should be
estimated for link or line source geometry using an average route speed
model formulation such as that used in APRAC-1..31 Links are straight
segments of major arterial streets and freeways that serve as the trans-
portation network for the area. In most urban complexes, this kind of
network has about a one-half to one-mile span in suburban areas and a
one-block span in downtown areas. The link geometry is recommended
because it is conveniently related to the parameters needed to estimate
emission, links can conveniently be aggregated into area sources (but
not the reverse), and control strategies to be investigated later will
deal with modifications of the locations or conditions on the links (not
the areas).
The mobile emission inventory is thus envisaged to comprise
three distinct elements: (1) the basic roadway network, (2) traffic
characteristics, and (3) an emissions model. The first element is a
listing of the characteristic features of each link in the roadway net-
work, such as
• Link location (geographical location of the
endpoints).
• Facility type (e.g., suburban freeway, downtown
arterial).
• Roadway characteristics (e.g., number of lanes,
grade, elevation, foundation).
148
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Traffic characteristics are those parameters that describe the vehicle
population and traffic flow. In this category, the inventory must con-
tain data on
• Vehicle mix by age and type (e.g., numbers and
ages of light duty vehicles and heavy duty diesel
and gasoline-powered vehicles).
• Vehicle speed (by facility type and location).
• Distribution of origin-destination (0-D)
locations.
Because vehicle emissions cannot be measured directly in situ, they need
to be determined with the aid of an emissions model using traffic and
roadway data in the manner of Roberts' model2 or Ludwig's model.4 (A
number of other sources discuss the requirements and availability of
roadway and traffic data. )s2 > 3S? 24; 2Bj>36 As indicated above, we recommend
the use of the average-speed emissions model on a link-by-link basis as
the primary mobile emissions format; in this manner, area-averaged emissions
can be obtained appropriate to the dispersion model structure or individual-
link data could be retained for the larger roadways for line-source models.
We further suggest that O-D data be used to identify cold-start emission
contributions. Lastly, a multimodal emission model should be used for
individual microscale studies. But the collection of the appropriate
data and the operation of the model to generate emissions data should
not be a part of the basic inventory; rather it may be considered as a
separate task of the individual miscroscale study. Lastly, we note that
the use of multimodal models19 is still in a preliminary stage pending
the availability of emissions test data.
The average route speed model requires inputs of traffic
volume on the links and link speed. Diurnal traffic factors and emission
factors for the vehicle mix on the link are also parameters of the model.
There is enough similarity of utilization (volume) on most
urban streets that estimates based on periodic samples, supplemented by
data from fixed sensors on high-volume freeways and on selected arterial
streets will serve the purpose. These periodic samples are routinely
taken by the traffic department as part of monitoring the adequacy of
the street system. The volume data from these surveys are expressed in
average daily traffic and require a diurnal pattern to convert the daily
into hourly traffic. For this reason, monitors capable of hourly or
finer resolution should be installed on typical streets representative
of different usages: arterials at various distances from the center of
149
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town, arterials with various functions (downtown distributor; suburban
collector; shopping center, university, or airport service). These
different functions may imply different diurnal variation patterns and,
hence, should be monitored. In addition, fixed monitors in such places
will help to determine the variation by day, week, or season; from these
data, factors for similar facilities may be developed and used for the
emission models.
As in the hourly variation patterns, speed (and hence
emissions) vary with volume of traffic, but speed distribution will be
similar from day to day. Speed data are needed for the same kinds of
facilities as those described above, and both fixed and portable monitors
capable of providing speed information should be used.
Special consideration should be given to the inclusion of
cold-start emission effects. Martinez, Nordsieck and Eschenroeder27 have
evaluated the comparative impacts of cold- and hot-start emissions
(vehicular HC, NO, and CO) for Los Angeles in the time period from 0600
to 0900. Their findings are shown in Table 25 expressed as the ratio of
emissions with cold start to emissions without cold start.
Table 25
RATIO OF COLD-START EMISSIONS TO
HOT-START EMISSIONS
Species
NO
CO
Reactive
hydrocarbons
Year
1968
1.15
1.48
1.08
1971
1.16
1.57
1.10
1974
1.16
1.53
1.11
1980
1.01
2.30
1.11
We see that the neglect of the cold-start emissions con-
tribution would have a moderate impact on the estimation of reactive
hydrocarbons and a severe impact on CO by 1980. The emission inventory
must therefore provide cold-start emission factors. Martinez37 provides
values that may be used for light-duty vehicles through 1976; these are
summarized in Table 26.
150
-------
Table 26
COLD-START EMISSIONS FROM
LIGHT-DUTY VEHICLES
;_ 1968
1969
1970
1971
1972
1973-74
> 1975
Cold-Start Emissions
(gm/start)
N0x (as N02)
5.66
6.56
5.89
5.36
4.02
3.78
-1.04*
HC
10.73
9.54
10.88
6.18
4.25
4.25
2.68
CO
254.1
143.6
143.3
92.53
76.74
76 . 74
43.06
The negative factor is, of course, used in con-
junction with the running emission factor, thereby
effectively reducing net NOX emission.
Under special conditions, as when forecast values of air
quality are compared with measured values, continuous and detailed mon-
itoring of vehicle behavior in the immediate environment of the measure-
ments may be required with emissions being forecast with a multimodal
emission model such as Ludwig's (reviewed in Appendix B). Such monitoring
would not be done area-wide or continuously, because it is not appropriate
to mesoscale studies. The multimodal model contains emission factors for
the standard vehicle maneuvers: steady driving, slowing and speeding,
stopping, and accelerating from a stop. Hence, the resolution of the
model in space can be adjusted to the location and needs of the experiment.
That is, a downtown block might be divided into several links, each a
few tens of meters long. Vehicle modes such as acceleration, steady
driving, congested driving, or stopping, would be assigned to each link.
Volume in each link would be measured on a time scale comparable with
the needs of the experiment.
151
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Special microscale studies of vehicle-generated emissions
may require subhourly inputs of vehicle parameters. This is especially
important when the distribution of inert pollutants in heavily traveled
areas is evaluated (e.g., CO in the central business district or in the
corridor of major freeways). For such situations, 15-minute resolution
may be necessary. In the earlier discussion on special measurements of
stationary emissions, specific details of special mobile emissions re-
quirements must await formalization of the plans for individual research
studies.
c. Water Vapor Emissions
A special aspect of the overall emissions modeling program
(both for stationary and mobile sources) is the treatment of aqueous
emissions. As noted earlier, a comprehensive regional model for water
has not been developed although emission factors are available at various
levels of refinement. For example, Benson20 presents emission factors
for water (and carbon dioxide) emissions from the combustion of gasoline,
fuel oil, and coal. For gasoline and fuel oil, emissions of water are
readily specified on the basis of spatial and temporal distributions of
fuel consumption. These will generally be available directly from the
basic inventory of the other pollutants (e.g., SO2, CO). Two exceptions
may be surface vehicles and major point sources. For the former, the
link inventory will provide facility type and vehicle volume, mix, and
speed information; additional factors (or submodels) will therefore be
required to obtain gasoline consumption. Direct monitoring of water
emissions from large point sources may not be the optimum method. Rather,
grab samples as discussed in Section IV may be more appropriate both be-
cause of economies of the method and because of relative invariability
of the exhaust water content. These would then be related to the more
available information on fuel and process features.
The man-induced emissions of water from air conditioning
(ac) units, small cooling ponds, sewage treatment plants, and so forth
should be aggregated into gross composite emissions for specified areas
of the order of one to two kilometers on a side. For ac units, statis-
tical relationships based on an inventory of ac capacity and type and
the ambient conditions of wind, humidity, and temperature would be
adequate to estimate the corresponding emission rates. Similar procedures
could be used for cooling ponds and the like; for sources of this type,
the inventory should contain information on the area and volume of the
ponds, input water temperature, and degree of mechanical mixing. The
emission rate is then determined for the appropriate time and location
using an analytical or statistical model of potential evapotranspiration.
152
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However, rather than calculate the emissions of water from the measured
or prescribed inputs, we recommend that such "meteorologically-controlled"
aqueous emissions from man-induced sources be determined outside the
RAPS emissions inventory. We view these sources as those in which man's
activities provide the potential (i.e., a water supply) for aqueous
emissions to the atmosphere but in which meteorological processes regulate
the magnitude of the vapor flux. In summary, aqueous sources in this
category include the following:
• Cooling ponds
• Sewage treatment ponds
• Irrigation
• Space cooling units.
Lastly, anomalous sources of aqueous emissions, in par-
ticular, wet cooling towers with their enormous outputs of water vapor
and their significant impact on visibility, gaseous reactions, and such,
must be considered. For example, moisture discharge rates for very
large power plants (e.g., 2, 000-MW fossil steam plants) are of the order
of 1.5 x 10^ Ib/min—a rate equivalent to the daily deposition of a
1-cm column of water on a lO-km^ area.
To simulate these emissions accurately, the inventory
should contain the design performance standards and power generation
rates for each source. The environmental parameters required in the
inventory are the ambient wet bulb temperature and relative humidity.
Figures 15 and 16 illustrate performance curves for a natural-draft
cooling tower that dissipates 8 x 10^ Btu/h; note that the performance
curves are also used to estimate the sensible heat output of the tower
as required for the thermal emissions inventory.
3. Emissions Model Verification - Mobile Sources
In view of uncertainties in determining mobile emissions, an
experimental program of emissions model verification is advocated. The
uncertainties arise from imprecisions both in the specification of process
input parameters and in the accuracy of the postulated input-output
relationships.
Recalling previous discussions on the nature of emissions models,
we may conveniently define two principal types. In one, the input (I) is
known as a function of time (t), and its relationship to the emissions is
153
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110
LL 105
LU
§ 100
tr
m
Q.
95
* 90
85
45 50 55 60 65
WET BULB TEMPERATURE
SOURCE: Bowman and Biggs, 1972.
70
— °F
75
SA-2579-6
FIGURE 15 PERFORMANCE CURVES FOR COOLING TOWERS
GIVING THE EXIT TEMPERATURE AS A
FUNCTION OF THE AMBIENT WET BULB
TEMPERATURES FOR VARIOUS EXIT RELATIVE
HUMIDITIES
154
-------
160
110
45
50 55 60 65
WET BULB TEMPERATURE
SOURCE Bowman and Biggs, 1972.
SA-2579-7
FIGURE 16 PERFORMANCE CURVES FOR COOLING TOWERS
GIVING THE MOISTURE DISCHARGE AS A
FUNCTION OF THE AMBIENT WET BULB
TEMPERATURE FOR VARIOUS EXIT RELATIVE
HUMIDITIES
155
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specified by an input-dependent emission factor (EF); the functional form
for the specification of the time-dependent emission rate E(t) is
E(t) = I(t) • EF(I)
In the second type, the input rate is also unknown and, hence, a time-
dependent input factor (lF(t)) is also required. The emission rate for
this case is then given as
E(t) = I • IF(t) • EF(I)
Implicit in these formulations is a knowledge of the spatial distribution
of the inputs. Mobile sources (and certain stationary area sources) are
especially complex in that the time-dependence of the input factor must
be expressed as a function of location.
Thus the so-called emissions model may actually be composed of
three components: (1) the apportionment of inputs on a temporal basis,
(2) the apportionment of inputs in space, and (3) the relation of emissions
to inputs. Similarly, the field (i.e., in situ) verification program
also must serve to evaluate the emissions model performance in these
three areas.
Parameterization of the inputs is particularly relevant to the
generation of the mobile emissions. The recommended procedure is to use
a Statistical database (e.g., ADT) together with continuous measurements
of vehicle volume, speed, and mix on selected key links to generate a
dynamic link-by-link mobile inventory. Evaluation of the adequacy and
representativeness of this procedure should be undertaken. Two methods
appear feasible for this purpose: (1) aerial photography, and (2) side-
looking aerial radar. The first method could easily provide spatial
inventories of vehicle volume and mix by facility type, location, and
time of day; less easily obtainable, although possible, is the deter-
mination of vehicle speeds. The second method can provide volume and
speed distributions, but not vehicle mix. Again, these evaluations are
recommended for selected hours, days, and seasons; we do not advocate
continuous usage of either method throughout RAPS.
A similar but less difficult problem is the parameterization
of temporal and spatial variations of fuel consumption by distributed
area sources.
156
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...i^sion !-u
,'Vdora] dv
. s<.ruti >i,<
ios shiniLi •-.
\,.- !
cept of the mass >ud^> ; , i
the field can be ; : , ; •.. i
cent are requit ( {-.-
into and out of . •. <>ni. •. •
to the pollutant .-out :
Q(gm ni~l sec"1) i ',ro
the top (H) i^, gi'-i-n ,i.
' to evaluate parameterization
• ilready discussed treatment
iaiter, it remains to verify
/n a p<;/'-l ink basis. Both
:,r, ht- ii.->e(i. and both are
'•vie (FDC) . What is not
• il< , 1) aj:, and so
,.l<.ri ..ki ;i to evaluate the
iyj>t-r. (such as freeways^
r-) in congested areas.
•-\ • i 1 iinie, mix, speed, and
ii'uld be del cri dned as
o.i Lin- J ink. A mass
The con-
ntation in
(' to 20 per-
il i e I f 1 a v i a
Iux is equal
Horizontally
density
i ilux through
Here, x^2-^ ~'L" t^lt ^cJ
1 and 2 refer to the
determination of the
the following:
ii i'•• iiiv; c>uuscripts
J CK .1 t ii>n . Thus,
i rate) requires
X7aluf
mounted on i'j M (. .• r
sensors may be riu,..
capabilities, bin ih.
< i i i I OP , Remote
... 11)-averaging
.-a : i ' , iently
-------
advanced for this purpose. One possible exception is the correlation
spectrometer which may have application in the evaluation of emission
rates from elevated point sources. In this case (i.e., tall stack),
the pollutants are emitted into an atmospheric regime where the wind
shear is small. Hence, the mass flux equation may be rewritten, where
Q a- u jffy (z)dydz - (T^ (z)dydz)
J J Al J J ^2 (
The correlation spectrometer provides the vertical mass loading; cross-
wind (y) traverses up- and downwind of the plume can thus be used together
with the mean transport wind to determine Q (gm sec"-1-) .
In conclusion, we stress the need to evaluate the parameteriza-
tion of both inputs and subsequent output emissions by models, thus
ascertaining the representativeness of the parameters that are input
to the inventory and evaluating the precision with which the emissions
are subsequently modeled.
4. Resolution of Source Location
A major practical concern in developing an emissions inventory
is the degree of resolution required in specifying the location of the
point sources. Normally, point sources are resolved to 100 meters in
operational inventories; however, subsequent errors introduced in predicting
concentrations from such sources may be intolerable in a research study.
A 10—meter resolution in source location has been proposed. Before
adopting such a specification, it seems desirable to objectively evaluate
errors in the predicted concentration field resulting from a mislocation
of the source.
Perhaps the most difficult task in the evaluation process is
the definition of a meaningful measure of the error (i.e., the difference
in predictions with and without an error in the source location). We
recognize that this error can be a function of many parameters: source
strength, stack height, lateral and longitudinal receptor position, and
atmospheric stability. For this evaluation, a worst-case meteorological
situation should be used in order to determine the most stringent source-
location resolution required. However, a single stability category
cannot be used to satisfy this criterion as the worst-case stability for
a low stack can differ from that for a tall stack. We have chosen, there-
fore, two stability regimes—slightly stable (Class E) and slightly
unstable (Class C). Source strength and stack height will be seen to be
158
-------
inputs in the assessment
features are retained. '
natives exist: (1) ih. i
a particular source .<'
air quality monitor!"-
impact of a partiou],.v-
we define, as tin m- u
both the ] .it era i • •. .
longitudinal d i ^ • •••
or to the do, iiv. i >. :
r. Hi
individual source
location, two alter-
'..i/i'or associated with
'
ocation (e.g.^
• . to f /a lua te the
i-oi;'ion. Therefore^
iii'' 01 { ii<; error over
. •. ii'U ' d , rccti ons ; the
citht - »• to the receptor
source is (.-(ai i v,.
similarly mi.slocn ' . *.
the absolute valu. ot
correct location ^nd
tance away. A ba^ic f
is assumed
,' . • • .. i , • •!) of a
: . , '.1 ' ir -A <•)•('
- ••• .1 t N i; , t i or to be
• u 01,1 rot ion y at the
iit -1.1:10 <;rosswind dis-
r atirospheric dispersion
11
I )
I I
'-1 (.it v i a t ion
i , :• ; < -i t L velv
-------
b
a = ax .
y d
a = ex .
z
a, b, c, d = experimentally determined constants
dependent on stability conditions.
x = distance along the mean wind direction from
the source (m).
We define the integrated measure of error, IE, as
= JJ U -XE|
x y
Since Q and iT are constant over the integration, it is possible to define
an integrated normalized concentration error, INE, which is independent
of these quantities.
(IE) = — (INE) . (2)
TTU
To determine the allowable source location error, Ay, for known
values of Q, H, u, stability and downwind distance, Equation (2) is solved
for INE, which is then used to obtain Ay from Figures 17 through 24. How-
ever, Equation (2) contains two unknowns, IE and INE. In order to solve
Equation (2), a value for IE that represents a tolerable level of concen-
tration error must be defined as a reference. The magnitude of this ref-
erence value may be arbitrarily chosen; the error limit presented here
is specified on the basis of (1) a reference source strength, Qreference»
and (2) an allowable source location error for that strength (from which
(INE)reference is found using Figures 17 through 24). Thus, IE in Equa-
tion (2) becomes IE*, the reference integrated error at downwind distance
x for a specific source height and stability.
Q
* reference
(IE) = = (INE) . (3)
TTU reference
Combination of Equations (2) and (3), where IE now equals IE*, yields
an equation for INE:
Q
reference
(INE) = (INE) . (4)
reference Q
160
-------
The tolerable rn:,. • lu 1 : on . y is
17 through 24) on the nn ••-, i > ••( j'\h ! ogt-t
source height, and the .s.-U c U-fi dounwim!
20 apply to stable a in->spix'/-K' uruMHon
apply to unstable on< t>. -M^IC • ci: >i i .
used in the figures, winie .,.,- v.nues arc
interpolation mus- b. u^." , ' . • - , -••'•
is recommended Ks. i .HI
ing in 1 imi t lug t > t- •. ' • ,• ' ' •
•n do; i mined (from Figures
i'!i atmospheric stability,
'. at:. !• igures 17 through
1 !, ! u'uro.s 21 through 24
., ;>'"i, and 100 meters are
i i, :•>', 60, and 100 meters;
\ stcp-by-step pro-
i ' . : .: ir'u , . \ ';! 10 meters
'! •••!<•» , "(' initial mix-
Step
1.
Select slabil;i
height (H), dov.
iy re ferrm .
unstable), stack
, and
• ronce
I :-i I, ,, -, . i - i .
t' lg',1 i «-'b i i Li) i i
, • i (i
; I'' 'I .
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"reft-1 en< <•'
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point or' a r.
the p res en t > i
take _/,' L '•
year sou < •_ \
plant st.K.'k :
ceptor pr i:i-t .
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.1 !
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ineier^, so we shall
/ an r!5,000 tons-per-
. ,v pj.i;d i ' •[ a power
•i>nriii ions, at a re-
!•• found to be
! •"!('<.•
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-------
10a
10*
10J
-II
Ay = 100 —
H = 0
S = Stable —
I
500
1000 1500
2000 2500
INE
3000 3500
4000 4500
SA-2579-2
FIGURE 17 VARIATION OF INTEGRATED NORMALIZED ERROR
WITH LONGITUDINAL DISTANCE FROM THE SOURCE
WHEN SOURCE HEIGHT IS AT THE SURFACE AND
ATMOSPHERIC CONDITIONS ARE STABLE
162
-------
FlGURL !« vAHU!"::\i Ul >N 1 t(.«A 11D NORMALIZED ERROR
,VITH !.; IxiGiTUOINAL DI'^AfJCt- ' MOM THE SOURCE
v\ntN THE- ;..,ii)R(;t HEIGHT iS f iVfc METERS AND
/MMOJPhEidC. CONDI] IONS ARt" SIABL.E
-------
FIGURE 19 VARIATION OF INTEGRATED NORMALIZED ERROR WITH
LONGITUDINAL DISTANCE FROM THE SOURCE WHEN SOURCE
HEIGHT IS 30 METERS AND ATMOSPHERIC CONDITIONS
ARE STABLE
164
-------
103
10"
10°
10
H = 100 m
S = STABLE
?(' /b 100 125 150 175 200 225 250 275 300 325
INE
SA-2579-20
FIGURE 20 VARIATION OF INTEGRATED NORMALIZED ERROR WITH
LONGITUDINAL DISTANCE FROM THE SOURCE WHEN
SOURCE HEIGHT IS 100 METERS AND ATMOSPHERIC
CONDITIONS ARE STABLE
165
-------
H = 0
S = SLIGHTLY UNSTABLE
FIGURE 21 VARIATION OF INTEGRATED NORMALIZED ERROR WITH
LONGITUDINAL DISTANCE FROM THE SOURCE WHEN
THE SOURCE HEIGHT IS AT THE SURFACE AND
ATMOSPHERIC CONDITIONS ARE SLIGHTLY UNSTABLE
166
-------
10°
10" —
10°
H = 5
S = SLIGHTLY UNSTABLE
FIGURE 22 VARIATION OF INTEGRATED NORMALIZED ERROR WITH
LONGITUDINAL DISTANCE FROM THE SOURCE WHEN
SOURCE HEIGHT IS FIVE METERS AND ATMOSPHERIC
CONDITIONS ARE SLIGHTLY UNSTABLE
167
-------
H = 30 m
S = SLIGHTLY UNSTABLE
80 90 100 110
SA-2579-23
FIGURE 23 VARIATION OF INTEGRATED NORMALIZED ERROR WITH
LONGITUDINAL DISTANCE FROM THE SOURCE WHEN
SOURCE HEIGHT IS 30 METERS AND ATMOSPHERIC
CONDITIONS ARE SLIGHTLY UNSTABLE
168
-------
10°
10"
10°
10"
H = 100 m
S = SLIGHTLY UNSTABLE
FIGURE 24 VARIATION OF INTEGRATED NORMALIZED ERROR WITH
LONGITUDINAL DISTANCE FROM THE SOURCE WHEN
SOURCE HEIGHT IS 100 METERS AND ATMOSPHERIC
CONDITIONS ARE SLIGHTLY UNSTABLE
169
-------
The resulting Ay for this INE, obtained from Figure 19, is very small,
suggesting that such a large source must be precisely located, i.e.,
within 10 meters. With a source strength of 1,000 tons per year and
other variables as above, Ay is approximately 18 meters.
A significant feature of this method is its flexibility: The
error measure can be taken to most any selected downwind distance or
distance interval. In addition, rather than specifying a single resolu-
tion required of all stacks, the method yields a recommended spatial
resolution for each source based on the stack height and emission rate
of the individual source.
C. Consideration of Natural Emissions
Pollutant emissions from natural phenomena require evaluation in
the development of an accurate inventory for the region. The natural
emissions or production of CO, NO, NOg, SC^ nonmethane hydrocarbons,
and particulate material in the Saint Louis area are generally small
compared with other pollution emissions, but some are large enough to
produce a measurable background. There is enough known about the pro-
duction of the primary pollutants in the biosphere or atmosphere to
estimate the production rates or source strengths within a selected area
and volume.
For the purposes of RAPS, the Saint Louis source area can be defined
as a circle of 35 kilometers radius centered in the business district of
Saint Louis. Urban and suburban areas include East Saint Louis, Granite
City, Alton, and Belleville (all in Illinois). The area of this circle
is about 4000 km2, the estimated vegetated source area is half of this,
or 2000 km2.
The source strengths of each of the five emission components will
be estimated according to its potential production mechanism or mechanisms
active in this particular area. Calculated atmospheric concentrations
in the Saint Louis area resulting from these emissions must also include
background concentrations of the air transported into the Saint Louis
air space if a realistic value is to be obtained.
Carbon monoxide is produced naturally in the atmosphere by the
oxidation of methane.31 Atmospheric methane is largely naturally produced
from decay of vegetation. The best estimated global production rate is
about 2xl09 tons per year. All of this methane is oxidized in the atmos-
phere to produce more than 3x10^ tons of CO annually. The CO, in turn,
is oxidized to C02. The 4000 km2 area chosen is 8xlO~6 of the global
170
-------
area; therefore, the average daily CO production rate is estimated at
70 tons per day.
There are no known natural sources of NO2 but, NO is generated by
vegetation.32 The global NO natural production rate is 500 x 10^ tons
per year, from an approximate 1x10^ km2 vegetation covered area. If we
use the 2000 km2 area for trees and shrubery, NO production in the region
is about 30 tons per day.
All of the S0r> produced naturally in the area would result from
ozone oxidation of H2S, again generated by the decay of vegetation. The
total annual production of H2S from the IxlO8 km2 of land areas of the
earth is about 70xl06 tons.33 Using the same area ratio as for NO gives
an estimated production of 4 tons of H^S per day. If we consider the
4 tons H2S to be oxidized in situ, it produces 8 tons of S02 per day.
The nonmethane hydrocarbons emitted naturally are all terpenes or
isoprene. Pipperton estimates worldwide natural emissions of these
substances to be 10^ tons per year.34 Hence, 50 tons per day of non-
methane hydrocarbons are produced in the area. The diurnal variation
in terpene vapor emission rates is extreme; nearly all of these vapors
are released from plants during the hours of daylight. There is also
a seasonal variation with a summer maximum and a winter minimum. All of
the vapors are released through the foliage. Through the year, the
hourly rate of emission will vary from essentially zero (winter night)
to about 10 tons per hour (summer daylight maximum).
Natural particulates in the atmosphere of the Saint Louis region
are mostly the product of chemical reaction. The oxidation of S02 to
sulfate and NOX to nitrate and the formation of polymeric organic par-
ticles from terpenes produce most of the background. The only direct
natural particulate in the Saint Louis area is dust. The dust loading
will vary widely with wind speed. The average dust loading is 5 (j,g/m^ .
The secondary or condensed aerosol from natural sources adds about 15 to
20 (ag/m^ to the background.
The yearly global average for dust generated, 200 x 10^ tons,33 is
reasonable to apply to the Saint Louis area; thus, the average dust pro-
duction in the Saint Louis region is about 25 tons per day.
Table 27 summarizes the estimated emissions of CO, NO , S02, H2S,
nonmethane HC, and particulates from natural sources alone and all
sources in the Saint Louis region. Carbon monoxide, SO2 and NOX pro-
duction from natural sources is only a small part of the total regional
production and can be expected to have little impact on the RAPS studies.
171
-------
Particulates from natural sources are of marginal significance. Nonmethane
HC, on the other hand, may be significant during summer daylight periods.
Therefore, we recommend that a procedure be developed for estimating the
contribution of natural HC for incorporation in the RAPS Emission Inventory.
Table 27
POLLUTANT EMISSIONS IN THE
SAINT LOUIS AREA*
(Tons/Day)
Type
CO
NO
X
S0x
H2S
Nonmethane hydrocarbons
Particulate (dust)
Natural
70
30t
0
4
50*
25
Total
5100
810
2040
—
790
520
The area is 4000 km2 in size.
Expressed as NO.
Maximum rate = 10 tons/hour.
D. Summary of Conclusions and Recommendations
The specific conclusions and recommendations that result from the
studies carried out under this task are summarized below:
No e\ ."ting models adequately meet the requirements of RAPS; to
provide emissions data with the necessary high resolution in space and
time, it is recommended that
• Direct information be acquired of emissions or of factors
determining emissions to the extent possible.
• Where not possible (i.e., for small point sources, and
area sources), the most suitable of the existing models
should be used in adapted and improved form. Specifically,
for stationary sources,
172
-------
- Direct data from emissions monitoring should be used
wherever available (probably only for the largest
sources, such as power stations).
- For other large sources, information on hourly fuel
consumption rates, process operations, and such, should
be obtained and used to derive emissions.
- For small point sources and area sources, modeling
procedures based upon the models noted below (but, with
refinement of the input data wherever possible) should
be used.
Recommended models are
- The Argonne model8 for hourly SC>2 from distributed
residential, commercial, and institutional sources and
hourly SC>2 and heat from major point sources.
The Systems Applications, Inc. (SAI) model1?3 for hourly
NOX and HC from stationary point and area sources.
For automotive mobile sources, we recommend that an average
route speed model be used (with a link or line source
geometry) supplemented with measured data of traffic flow
from fixed sensors on high volume freeways and on selected
arterials. The following models are recommended:
- The SAI model1;3 for hourly CO, NOX and HC with modified
inputs derived from Stanford Research Institute's model4
for spatial and temporal distribution of vehicle number
and speed on a link basis for primary traffic and area
basis for secondary traffic.
- Recommended for other mobile sources, are the Geomet
model6 for diurnal emissions from river vessles and
railroads and the Northern Research and Engineering
model,5 as revised by Geomet (in preparation), for
aircraft emissions.
- For bo tii ^ * ti tionarv and mobile sources, the Ontario
iJe.artment oi the Environment (1<)71) model for Toronto
should be referred to for overall guidance and planning
methodology.
For microscale studies under the RAPS program the basic inventory
will need to be supplemented with special emission inputs. These should
be obtained on an experimental or project basis. Detailed data can be
acquired from small stationary sources or, for mobile sources, from con-
tinuous and detailed monitoring of vehicle behavior in a given area with
the application of a multimod-i] emission model to forecast emissions.
173
-------
In view of the limitations of existing mobile emission source models
and the impossibility cf resorting to direct information (as is done in
the case with major stationary sources), it is recommended that special
steps be taken to improve and verify such mobile emission models. Spe-
cifically,
• An experimental evaluation should be made of mobile
emissions models to refine the specification of process
input parameters and the accuracy of postulated input-
output relationships.
• Parameterization of inputs for mobile emissions (statistical
database plus continuous measurements of vehicle volume,
speed, and mix on key links to generate a dynamic link-by-
link inventory) should be verified on a selective basis via
aerial photography or side-looking aerial radar or both.
• Temporal and spatial variations of fuel consumption by
distributed area sources should be spot metered in fine
scale.
• Parameterization of outputs from mobile sources should be
evaluated in various models to verify representation of
time-averaged emissions on a per-link basis taking into
account types of link and the impacts of deterioration,
mix, road grade, drag, and so forth.
• Of the pollutant emissions (CO, NOX, S02, H,,S, nonmethane
HC, and particulates) from natural phenomena in the Saint
Louis area, nonmethane HC may contribute a significant
background during summer daylight hours and should be
included in the RAPS emission inventory. Suitable pro-
cedures to estimate these should be developed early in
the RAPS program.
• In the context of the RAPS program, the accuracy of point
source locations is best considered in terms of the effect
of errors throughout the study area. Accordingly, we
propose that a measure of error in source location be
defined as the integral value of the error over both the
lateral (cross wind) and longitudinal (downwind)
directions.
174
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REFERENCES
1. P. J. Roberts, P. M. Roth, and C. L. Nelson, "Contaminant Emissions
in the Los Angeles Basin—Their Sources, Rates, and Distribution,"
Report No. 71, SAI-6, System Applications, Inc. (March 1971).
2. P. J. Roberts et al., "Chicago Air Pollution Systems Analysis
Program: A Multiple-Source Urban Atmospheric Dispersion Model,"
Report No. ES-CC-007, Argonne National Laboratory (May 1970).
3. P. J. Roberts et al., "Extensions and Modifications of a Contaminant
Emissions Model and Inventory for Los Angeles," Report No. R73-15,
Systems Applications, Inc. (January 1973).
4. F. L. Ludwig et al., "A Practical Multipurpose Urban Diffusion Model
for Carbon Monoxide, " Project 7874, Stanford Research Institute,
Menlo Park, California (September 1970).
5. R. C. Koch and S. D. Thayer, "Validation and Sensitivity Analysis
of the Gaussian Plume Multiple Source Urban Diffusion Model," Final
Report, Contract No. CPA 70-94, Geomet, Inc. (November 1971).
6. M. Platt et al., "The Potential Impact of Aircraft Emissions Upon
Air Quality," Report No, APTD-1085, Northern Research and Develop-
ment Corporation, Cambridge, Massachusetts (29 December 1971).
7. "RAPS Series No. 1 Study Plan," fifth draft (October 1972).
8. H. M. Benedict, C. J. Miller, and R. E. Olson, "Economic Impact of
Air Pollutants on Plants in the United States," Project No. LSD-1056,
Stanford Research Institute, Menlo Park, California (November 1971).
9, G. r, Hilst, 'Sensitivities of Air Quality Prediction to Input
Errors and Uncertainties, " Proc. Symp. on Multiple-Source Urban
Diffusion Models, Environmental Protection Agency Research, Triangle
Park, North Carolina (1970).
175
-------
10. W. F. Dabberdt and P. A. Davis, "Observations and Analysis of Char-
acteristics and Energy Budget Components of Urban-Rural Surfaces
in the Greater Saint Louis Area," Final Report 2322, EPA Contract
No. 68-02-1015, Stanford Research Institute, Menlo Park, California
(January 1974).
11. "Compilation of Air Pollutant Emission Factors (Revised)," EPA Report
No. AP-42 with supplements, Office of Air Quality Planning and
Standards, Research Triangle Park, North Carolina (1973).
12. D. H. Fair, J. B. Clements, and G. B. Morgan, ''SAROAD Parameter
Coding Manual, " EPA Office of Air Programs, Research Triangle Park,
North Carolina (July 1971).
13. G. Ozolins and R, Smith, "A Rapid Survey Technique for Estimating
Community Air Pollution Emissions, " Public Health Service Publication
No. 999-AP-29, U.S. Department of Health, Education, and Welfare,
Washington, D.C. (1966).
14. "Guide for Compiling a Comprehensive Emission Inventory (Revised),"
APDT-1135, Monitoring and Data Analysis Division, Office of Air and
Water Programs, Environmental Protection Agency (1973).
15. "Universal Transverse Mercator Grid," Publication No. TMS-241-8,
U.S. Department of the Army, Washington, D.C. (July 1958).
16. J. C. Sturm, "Railroads and Air Pollution: A Perspective," Report
No. FRA-RT-73-33, U.S. Department of Transportation Federal Railroad
Administration, Washington, D.C. (May 1973).
17. D. B. Turner and N. G. Edmisten, "St. Louis SO2 Dispersion Model
Study—Basic Data," unpublished report (November 1968).
18. L. J. Shieh et al., "The IBM Quality Diffusion Model with an Appli-
cation to New York City," Report No. G320-3290, Palo Alto Scientific
Center, IBM Corporation (June 1971).
19. F. L. Ludwig, A. E. Moon, and R. C. Sandys, "A Preliminary Study of
Modeling the Air Pollution Effects from Traffic Engineering Alter-
natives, " APCA Journal, Vol. 23, No. 6, pp. 499-504 (June 1973),
20. C. S. Benson, "ice Fog: Low Temperature Air Pollution," Report
No. UAG R-173, Geophysical Institute, University of Alaska (November
1965).
176
-------
21. R. L. Mancuso and F. L. Ludwig, "Users Manual for the APRAC-1A Urban
Diffusion Model Computer Program, " Technical Report, Contract CAPA-
3-68 (1-69), Stanford Research Institute, Menlo Park, California
(1972).
22. "Compilation of Air Pollutant Emission Factors (Revised), " EPA Report
No. AP-42, Office of Air Quality Planning and Standards, Research
Triangle Park, North Carolina (1973).
23. S. D. Berwager and G. V. Wickstrom, "Estimating Automotive Emissions
of Alternative Transportation Systems, Final Report, Contract DOT 05-
2004, Department of Transportation Planning, Metropolitan Washington
Council of Governments (1972) .
24. J. L. Beaton, E. C. Shirley, and J. B. Skog, "Traffic Information
Requirements for Estimates of Highway Impact on Air Quality," Interim
Report No. FHWA-RD-72-35, California Department of Public Works,
Sacramento, California (1972).
25. J. L. Beaton, J. B. Skog, and A. J. Ranzieri, "Motor Vehicle Emission
Factors for Estimates of Highway Impact on Air Quality," Report No.
CA-HWY-MR 6570825(2) 72-10, California Division of Highways,
Sacramento (1972).
26. T. D. Wolksko, M. T. Matthies, and R. E. Wendell, "Transportation
Air Pollutant Emissions Handbook," Report No. ANL/ES-15, Argonne
National Laboratory, Argonne, Illinois (1972).
27. J. R. Martinez, R. A. Nordsieck, and A. Q. Eschenroeder, "Morning
Vehicle-Start Effects on Photochemical Smog," p. 917, Environmental
Science and Technology, Vol. 1, No. 10 (1973).
28. W. A. Bowman and W. G. Biggs, "Meteorological Aspects of Large Cooling
Towers," Paper 72-128, 65th Annual Meeting of the APCA, Miami Beach,
18-22 June 1972.
29. W. B. Johnson et al., "Field Study for Initial Evaluation of an Urban
Diffusion Model for Carbon Monoxide," Report 8563, Stanford Research
Institute, Menlo Park, California (June 1971).
30. F. L. Ludwig and W. F. Dabberdt, "Evaluation of the APRAC 1A Urban
Diffusion Model for Carbon Monoxide," Report 8563 Contract No. CAPA-
3-68(1-69), Stanford Research Institute, Menlo Park, California
(February 1972).
177
-------
31. J. McConnel, M. McElrory, and S. Wofey, "Natural Sources of Atmos-
pheric CO," Science,, Vol. 233, No. 187 (1971).
32. L. A. Pipperton, J. B. Worth, and L. Kormrich, "NO2 and NO in Nonurban
Areas/' paper 68-122, 61st Annual Meeting APCA, June 1968.
33. E. Robinson and R. C. Robbins, "Emissions, Concentrations, and Fate
of Particulate Atmospheric Pollutants, " Final Report 8507, Stanford
Research Institute, Menlo Park, California (May 1971).
34. L. A. Pipperton, 0. White, and H. E. Jeffries, "Gas Phase Ozone-
Pinene Reactions Division Water-Air-and Waste Chemistry, " 147th
Meeting ACS, Chicago, Illinois, September 1967.
178
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Appendix A
SAMPLE EMISSION INVENTORY PRINTOUTS
This appendix consists of 12 figures listed
on the following page.
A-l
-------
CONTENTS
A-l Typical Source Printout from IPP Inventory A-5
A-2 Typical Area Source Printout from IPP Inventory A-6
A-3 Typical Point Source Printout from IBM Inventory .... A-7
A-4 Typical Emission Summary by Counties
from IBM Inventory A-ll
A-5 Summary of Air Pollutant Emissions for the Study Area
from the NATO Inventory A-12
A-6 Summary of Air Pollutant Emissions, Saint Louis City,
Missouri, from the NATO Inventory A-13
A-7 Combustion of Fuels by Stationary Sources
from the NATO Inventory A-14
A-8 Annual Fuel Consumption by Counties from the
NATO Inventory A-15
A-9 Population and Housing Units by Grids
from the NATO Inventory A-16
A-10 Emission Densities from the NATO Inventory A-17
A-ll National Emission Data System Point Source Listing . . . A-18
A-12 National Emission Data System Condensed Point Source
Listing for Particulate for All Values Greater Than
or Equal to Zero A-19
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Appendix B
SUMMARY OF EMISSION MODEL REPORTS
B-l
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CONTENTS
LIST OF ILLUSTRATIONS B-7
INTRODUCTION B-9
I Argonne—Chicago Air Pollution Systems Analysis Program:
A Multiple-Source Urban Atmospheric Dispersion Model . . B-ll
II Argonne—Transportation Air Pollutant Emissions
Handbook B-19
III ESSA—The Diurnal and Day-to-Day Variations of
Fuel Usage for Space-Heating in Saint Louis,
Missouri B-27
IV FHA—APRACM0D, Modification of APRAC-1A B-31
V Free University of Berlin—Numerical Simulation of
Temporal and Spatial Distributions of Urban Air
Pollution Concentration B-35
VI GE—Study of Air Pollution Aspects of Various
Roadwaj' Configurations B-39
VII GRC—Evaluation of a Diffusion Model for Photochemical
Smog Simulation B-47
VIII Geomet—Validation and Sensitivity Analysis of the
Gaussian Plume Multiple-Source Urban Diffusion Model . . B-49
IX IBM—The IBM Air Quality Diffusion Model with an
Application to New York City B-61
X IBM—Source Emissions and the Vertically Integrated
Mass Flux of Sulfur Dioxide Across the New York
City Area B-67
XI Metropolitan Washington Council of Governments—
Estimating Auto Emissions of Alternative Transpor-
tation Systems B-71
B-3
-------
XII National Air Pollution Control Administration—
Saint Louis G02 Dispersion Model Study, Basic Data
B-77
XIII National Air Pollution Control Administration—
Emission Factors B-81
XIV NR&E—The Potential Impact of Aircraft Emissions
Upon Air Quality B-87
XV Ontario Department of the Environment—
Information System Descriptive Manual B-93
XVI Pacific Environmental Services—Controlled Evaluation
of the Reactive Environmental Simulation Model B-97
XVII Rutgers University—Comparison of Air Pollution
from Aircraft and Automobiles B-103
XVIII Sacramento Regional Area Planning Commission—
General Inventory of Air Pollution Sources
and Emissions B-107
XIX SRI—A Practical, Multipurpose Urban Diffusion Model
for Carbon Monoxide B-109
XX SRI—Procedures for Estimating Highway User Costs,
Air Pollution, and Noise Effects B-117
XXI SRI—A Preliminary Study of Modeling the Air Pollution
Effects from Traffic Engineering Alternatives B-125
XXII SAI—(1) Contaminant Emissions in the Los Angeles
Basin—Their Sources, Rates, and Distribution.
(2) Extensions and Modifications of a Contaminant
Emissions Model and Inventory for Los Angeles B-131
XXIII SDC—Development of a Simulation Model for Estimating
Ground Level Concentrations of Photochemical
Pollutants B-145
XXIV TRC—Sensitivities of Air Quality Prediction to
Input Errors and Uncertainties B-149
XXV TRW—Prediction of the Effects of Transportation
Controls on Air Quality in Major Metropolitan Areas
. B-153
B-4
-------
XXVI University of Alaska—Ice Fog: Low Temperature
Air Pollution B-161
XXVII University of California (Davis)—The Impact
of Highways on Air Quality B-165
XXVIII USWB—A Simple Diffusion Model for Calculating
Point Concentration from Multiple Sources B-167
B-5
-------
ILLUSTRATIONS
B-l Flow Diagram for Calculation of Pollution Levels .... B-18
B-2 Speed Adjustment Factors for Hydrocarbon Exhaust
Emission Factors and Carbon Monoxide Emission Factors . . B-23
B-3 Profile of Carbon Monoxide Versus Traffic Flow Rate
at FDR Drive B-40
B-4 Relationship Between Vehicular Pollution Factors
Taken at Exhaust Plane and Traffic Speed B-42
B-5 Flow Chart of Auto Emissions Model B-73
B-6 Exhaust Emission Flow Diagram B-84
B-7 Flow of Source Subroutine B-101
B-8 Automobile Hydrocarbon and Carbon Monoxide Emissions
Added per 1,000 Stops B-120
B-9 Automobile Hydrocarbon and Carbon Monoxide Emissions
per 1,000 Miles of Driving at Uniform Speed B-120
B-10 Automobile Emissions Added from Speed Changes
per 1,000 Vehicle-Miles B-121
B-ll Factor to Convert Reference Year Emissions
to Emissions in Year Y B-122
B-12 Relationship Between Carbon Monoxide Emissions
and Steady-Speed Driving B-127
B-7
-------
INTRODUCTION
In this Appendix we have reviewed and summarized twenty-seven
reports on the treatment and parameterization of man-made emissions.
These summaries are intended to provide the potential user with a con-
cise overview of the scope and content of each of the models. Each
summary identifies the author and his or her affiliation, includes the
author's abstract, arid provides a synopsis of the emission model method-
ology together with a statement of the model's format and availability.
For convenience, the reports are listed alphabetically by affilia-
tion. The depth and merit of the various models are reflected in the
summaries. While our review is extensive, it should not be interpreted
as all inclusive. Many reports were reviewed initially and later deleted
from this final listing either because they were of no direct use to
RAPS or because the methods they contained were more appropriately
documented or developed elsewhere.
B-9
-------
I ARGONNE NATIONAL LABORATORY
Chicago Air Pollution Systems Analysis Program; A Multiple-
Source Urban Atmospheric Dispersion Model. J. J. Roberts,
E. J. Croke, A. S. Kennedy, J. E. Norco, and L. A. Conley,
Argonne Natl. Lab. Rept. No. ES-CC-007, prepared for Chicago
Dept. of Environmental Control and National Air Pollution
Control Administration, May, 1970.
A. Author's Abstract
This report is a comprehensive documentation of the dispersion-
model development phase of the Chicago Air Pollution Systems Analysis
Program. A multiple-source, urban atmospheric dispersion model has been
developed which described transients such as morning transitions in
atmospheric stability and mixing layer height. The dispersion model
has been validated by comparison with over 10,000 hourly averages of
sulfur dioxide monitored by the Department of Environmental Control of
the City of Chicago. For example, the model accounts for 50% of the
variance in 6-hr averages of observed data and 70% of the variance in
24-hr averages. Of particular significance in the capability of the
model to describe "area sources" as volumetric clouds of pollutant and
thus to evaluate the effect of these sources on dose points within, as
well as external to, the area.
The atmospheric transport kernel in the model describes the
instantaneous release (delta function) of pollutant, advection according
to piecewise constant hourly wind vectors, and Gaussian diffusion about
the centroid. Continuous plumes are simulated by integration in time of
this point-source Green's function.
This report details the transport theory and all other computerized
algorithms that influence the dispersion problem and presents statistical
results of extensive validation studies.
B-ll
-------
B0 Summary
An inventory of average hourly emissions of sulfur dioxide was
developed for power plants and industrial, residential, commercial, and
institutional sources in the Chicago area. Hourly SO2 emissions from
power plants were derived from actual power output logs; hourly emissions
from other sources were obtained through reduction of annual fuel-use data
according to seasonal and diurnal patterns. Major emitters were con-
sidered individually as point sources, with the remaining emissions
grouped into area sources.
1. Treatment of Area Sources
The area source overlay grid is input to the model. It is
specified by five parameters: the x, y coordinates of the origin, the
number of grid squares in the x and y directions, and the length of the
side of each grid square. The grid used in the validation computation
consisted of l.Oxl.0-mile squares at the center of the array, with
surrounding 2.0x2.0-mile, then 4.0x4.0-mile grid squares.
Representative pollutant emission rates and stack heights are
assigned to each grid square for each source: (1) low-rise space
heaters; (2) high-rise space heaters; and (3) industry.
a. Low-rise Residential and Commercial Emissions
Hourly emissions from low-rise residential and commercial
sources are assumed to be proportional to the number of heating degree
days, with a fixed fraction of annual emissions uniformly prorated to
hot water heating. The heating cycle is assumed to occur between the
hours TON and TOFF, with emissions equal to the hot water rate at all
other times. A "janitor function" is synthesized to account for the
greater than usual fuel demand during the first two hours of the
heating day. Hourly emissions are given by
B-12
-------
Q (1-PCTHW) (65-TEMP) TE TEMP £ 65°F and
Q = annU TON S time of day
heating DDAVG (TONOFF)
s=> l
-------
a simple method for calculating air pollutant emissions from roadways.
A fairly complete set of emission factors is tabulated in Appendix B,
so that transportation emissions can be calculated without using either
of the computer programs.
B. Summary
Two computer programs were written to relieve the environmental
impact analyst of the emission calculation burden. The first program,
TREFACT, calculates the emission rates for vehicles or mixes of vehicles
based on vehicle usage (speed, vehicle miles, type of trip). The second
program, TREMISS, was developed to calculate emissions for the complex
traffic simulation grid used by urban regional transportation planners.
The outputs from a typical regional traffic simulation model (origins,
vehicle miles, speed) and TREFACT outputs are used to calculate grid-
dependent emissions for the entire urban region. A detailed description
of each of these programs is provided, along with input descriptions and
sample problems. Complete listings of both programs are contained in an
appendix.
The computer programs are used to calculate grid-dependent emissions
for large urban transportation networks. A method for manually calculating
air pollutant emissions from transportation sources is described in another
section of the report. This method is designed to calculate emissions from
individual transportation links (e.g., highways).
The emission factors calculated by TREFACT are for the standardized
urban and rural speeds. TREMISS has speed adjustment data to modify the
emission factors for the speed-dependent transportation network. The
speed adjustment curves from the figures accompanying this summary have
been transformed into a set of linear equations that will be used to
adjust the emission calculations for individual roadways. Urban and rural
speed adjustment factors should be used with urban and rural emission
B-20
-------
factors, respectively. It should be remembered that this speed adjust-
ment data are representative of typical traffic and does not represent
free-flowing traffic at that average speed.
TREFACT calculates emission factors for transportation systems with
widely varying vehicle types and operating conditions. Emission factor
can be calculated for any year between 1960-1990 for six classes of
vehicles. A vehicle-class-weighted emission factor is also calculated.
Options are available to include the effects of cold-start operation,
retrofitting control devices on pre-1968 vehicles (Class 1 only), and
consideration of diesel-powered vehicles.
Urban regional transportation planning involves an enormous computer
traffic simulation system. The typical Chicago Area Transportation Study
(CATS) traffic simulation network has approximately 1,800 transportation
activity grids which cover the eight-county Chicago metropolitan area.
A computer program was written to calculate grid-dependent air pollutant
emissions (CO, HC, NO ) from transportation sources for the CATS planning
X
area. This program, TREMISS, uses output data files from the CATS traffic
simulation model, but data from any traffic simulation program can be used.
Regional traffic simulations are quite costly and there may not
always be data available for the study year. Therefore, TREMISS has the
additional capability of linearly interpolating between simulation output
data for two study years. This is extremely helpful when traffic data is
not available for a particular year. TREMISS is structured to interpolate
between 1965 and 1985 simulations for any intervening year.
Emissions can be calculated for each grid using either one set of
"weighted" emission factors or six sets of emission factors, one for each
class of vehicles. (Diesels [Class 6] may or may not be used in the
calculation.) Additionally, the complete set of grids may be grouped into
B-21
-------
any number of subsets. Each such subset has its own set of emission
factors. However, the mixing of "weighted" and "class" emission factors
is not permitted.
Emission summaries for each grid and the totals for all grids are
the major outputs. If class-dependent emission factors are used,
summaries by class are also given. Emission summaries for any specified
set of grids representing a county, municipality, or problem area (e.g.,
Cook County, Chicago, Chicago Business District) can also be calculated.
B-22
-------
2.0
tr
o
o
i-
LU
3 1.0
o
o
\
2.0
IT
O
o
z
LU
o
X
URBAN TRAVEL
1.1
cc
e
o
u- 1.0
I-
z
3 0.9
\
-\
o
0
0.8
0.7
RURAL TRAVEL
10 15 20 25 30 35 40 45 50 55 60 65
SPEED — mph
1
URBAN TRAVEL
\
CC
O
Z
LU
Q
1.1
1.0
0.9
O
0.8
0.7
RURAL TRAVEL
10 15 20 25 30 35 40 45 50 55 60 65
SPEED — mph
SA-2579-26
FIGURE B-2 SPEED ADJUSTMENT FACTORS FOR HYDROCARBON EXHAUST EMISSION
FACTORS AND CARBON MONOXIDE EMISSION FACTORS
B-23
-------
EMISSION MODELS CHECKLIST
Input Data Requirements
Within User From
Program Supplies AP-42
Proxies/Comments
Vehicle Emission Factors
-By model year
-By size class
-By power plant
-Deterioration factor
x
X
X
X
X
X
X
X
X
X
X
X
Factors available in
report for use as
desired
Vehicle Operating Modes
-Hot/cold start
-Route average
-Link average
-Mode-by-mode
x
X
NP
NP
x
x
NP
NP
NP
x
NP
NP
Traffic Features
-Vehicle mix
-Engine operating time
-Vehicle miles traveled
-Fuel consumed
Spatial Distribution
-Links
-Grinds
-Area
X
NP
NP
x
X
NP
NP
NP
x
NP
NP
NP
X
NP
NP
NP
For heavy duty truck
calculations
NP = No provision
B-24
-------
Output Available
Pollutants
-CO Yes
-HC Yes
-NOX . Yes
-Particulates NO
Availability of Program Documentation
Yes No
Included in report x
Referenced in report x
Language FORTRAN ; PL/1
Equipment IBM
Validation/calibration: Chicago area and EPA data
Time resolution; Hourly (peak/off-peak); daily
Spatial resolution; Subareas; grids
B-25
-------
Ill AIR RESOURCES FIELD RESEARCH OFFICE, ESSA
The Diurnal and Day—to-Day Variations of Fuel Usage for
Space-Heating in St. Louis, Missouri. D. B. Turner,
Atmospheric Environment, 1968.
A. Author's Abstract
Data on the wintertime emissions of SO from residential and
^4
commercial space-heating sources by 2-hr periods were needed for use in
a diagnostic dispersion model. Analyses were made of hourly steam-
output data from a centralized heating plant and hourly gas-sendout
data for December 1964 at St. Louis, Mo., to determine dependence upon
temperature and other factors. Methods were then developed to determine
the rate of fuel use from residential and commercial space-heating
sources for each hour of the day from values for the hourly temperature,
the hour of the day, and the day of the week. Relations developed from
December 1964 data were tested on data for January and February 1965.
B. Summary
1. Description of Algorithm
A mathematical representation of the diurnal and day-to-day
variations of fuel consumption resulting from residential and commer-
cial space heating was developed for St. Louis, Missouri. Available
data included hourly temperatures and hourly gas and steam output rates.
Steam output rates are taken as representative of commercial sources,
and gas send-out rates are taken as representative of residential sources,
To obtain equations relating daily output and daily temperature,
graphs were constructed to give the least-squares linear regressions for
weekdays and weekends. For weekdays, 20 data pairs were used to give
B-27
-------
DS = 8.40 - 0.1078 DT
DG = 30.00 - 0.3498 DT
where DS - daily steam output rate
DG - daily gas send -out rate
DT = daily temperature
The effect of short-term temperature variation on the diurnal cycle
of space heating was investigated by determining the deviation of the
hourly temperature from the daily value for both gas and steam, and then
averaging these deviations for each hour for all weekday data. Plots of
both gas and steam deviations versus temperature deviation were made, and
the finite difference forms of the daily send-out equations were applied
to give output deviations with zero temperature deviation. These hourly
values, calculated for weekdays, Saturdays (only four data days were used)
and Sundays (only five data days were used) , represent diurnal variation
due to all causes other than temperature.
To make these variations applicable to other space Seating sources,
the values were divided by the slope of the regression line, thus con-
verting to units of temperature. Saturday and Sunday values were
adjusted so that the same total daily heat is required for a day *vitii tae
same daily temperature, regardless oi whether it is a Saturday, Sunday, or
workday .
Hourly steam output or gas-send-out is given by
A = a-
where A = hourly output
a,b = regression constants in daily output equations
T = hourly temperature
H = diurnal value (calculated above) for appropriate
hour of day, day of week, gas or steam
B-28
-------
It is assumed that no lag time exists between a change in temperature
and its effect on space heating requirements.
2. Validation
The above equation was derived from data recorded in St. Louis
during the month of December, 1964, and was used to calculate hourly
output for January and February, 1965, for comparison with actual data.
Error was measured in degrees Farenheit. For steam, 71% of the cal-
culated values were less than 6 F in error, and 95% were less than 12°F
in error. For an hour with a temperature of 30 F, an error of 12°F
results in about 25% error in steam output.
Overall, 80% of the calculated data were within ± 7°F of the
actual values. The author states that this degree of accuracy is
commensurate with the accuracy of the emission inventory. It is assumed
that derived diurnal factors for gas will be nearly the same for oil and
coal, and that steam factors will reflect patterns of commercial space-
heating with any fuel.
C. Model Availability
A computerized treatment for calculation of hourly emission estimates
is not referenced in the paper.
B-29
-------
IV FEDERAL HIGHWAY ADMINISTRATION
APRACM0D, Modification of APRAOIA. P. W. Blow, FHWA.
A. Author's Abstract
None given.
B. Summary
APRACM0D is a modified version of the APRAC-1A urban diffusion model
reported on in A Practical, Multipurpose Urban Diffusion Model for Carbon
Monoxide. The purpose of the model is to estimate carbon monoxide con-
centrations at arbitrary points in an urban region resulting from pro-
jected vehicular travel.
The APRAC-1A urban diffusion model was modified to accept a standard
FHWA Urban Transportation Planning Battery BUILDHR data set with carbon
monoxide emission words added on each link record as input rather than
the link card inputs for APRAC-1A. The modification further allows more
links to be processed than the original program.
The program is composed of 17 separate decks and is written in
FORTRAN.
B-31
-------
EMISSION MODELS CHECKLIST
Input Data Requirements
Within User From
Program Supplies AP-42
Proxies/Comments
Vehicle Emission Factors
-By model year
-By size class
-By power plant
-Deterioration factor
Vehicle Operating Modes
-Hot/cold start
-Route average
-Link average
-Mode-by-mode
Traffic Features
-Vehicle mix
-Engine operating time
-Vehicle miles traveled
-Fuel consumed
x
x
X
X
X
X
X
X
NP
NP
x
NP
NP
NP
x
NP
NP
NP
NP
NP
Average CO of vehicle
mix for year of study
interest
Speed and Distance
Spatial Distribution
-Links
-Grinds
-Area
NP
x
x
NP
NP
NP
NP = No provision
B-32
-------
Output Available
Pollutants
-CO Yes
-HC No
-NOX No
-Particulates No
Availability of Program Documentation
Yes No
Included in report x
Referenced in report x
Language FORTRAN
Equipment IBM 360
Validation/calibration: Based on APRAC-1A
Time resolution; i hour
Spatial resolution; Radial segments-22.5° out to 16 km
from receptor point
B-33
-------
V FREE UNIVERSITY OF BERLIN
Numerical Simulation of Temporal and Spatial Distributions of
Urban Air Pollution Concentration. H. D. Fortak, Proc. of Symposium
on Multiple-Source Urban Diffusion Models, Chapel Hill, N.C., APCO
Pub. No. AP-86, 1970.
A. Author's Abstract
A multiple-source diffusion model for the simulation and prediction
of long-term (climatological) ground-level sulfur dioxide concentrations
in urban areas is described. The computer input consists of data from an
emission source inventory together with statistics on relevant diffusion
parameters.
Because of the capacity of available computers, only a limited number
of the largest emission sources (approximately 150) can be treated indivi-
dually. Smaller industrial emission sources are treated as residential
sources. These are represented by a large number of stacks (about 150)
of the same dimensions, distributed over areas of 1 square kilometer, for
which the mean area emissions have been estimated.
The meteorological input consists of data on wind direction, wind-
speed, and Pasquill-Turner stability classes. These parameters are
assumed to be spatially homogeneous throughout the metropolitan area.
Low-level emissions (residential) are correlated with low-level windspeeds
and Pasquill-Gifford diffusion parameters, whereas high-level emissions
(industrial) are correlated with extrapolated windspeeds and Brookhaven
diffusion parameters. The program also uses corresponding statistics for
urban boundary layer depths and values for parameters affecting absorption
at the earth's surface.
The diffusion model used is basically Gaussian. It is modified,
however, such that turbulent diffusion is restricted exclusively to the
B-35
-------
depth of the urban boundary layer. This is true for all sources having
effective emission heights less than the height of the upper limit of the
boundary layer. The rate of decay of sulfur dioxide is taken into account,
as well as the experimentally determined absorption at the earth's surface.
The model calculates fields of steady-state ground-level concentra-
tions that correspond to a given spatial distribution of emission sources
and to any possible combination of relevant meteorological diffusion para-
meters. Knowledge of frequency distributions of these meteorological
diffusion parameters permits the derivation of frequency distributions of
ground"-level concentrations for any location within or outside of the
metropolitan area. The computerized experiments simulate frequency dis-
tributions of ground-level concentrations for a great number of regularly
arranged grid points (up to 2500 with a mesh size of 500 by 500 meters)
and for a variety of time periods (months, heating period, seasons, year,
etc.). The frequency distributions are characterized by a limited number
of parameters (mean, percentiles, etc.). Each parameter is plotted as a
system of isograms on a map of the metropolitan area.
Experiments to validate the model were conducted during the heating
period in 1967-68 at four continuously monitoring stations that had been
installed at special locations within the limits of the metropolitan
area of Bremen. During the sampling period, the assumption of a suffi-
ciently homogeneous wind field was validated by wind measurements at the
same locations. The calculated frequency distributions of half-hourly
mean values of concentrations generally agreed fairly well with those
derived from observed values. Comparison, however, shows that the model
does not simulate ground-level concentration fields in the vicinity of
industrialized areas very well, because uncontrollable low-level emissions
from industrial plants could not be taken into account in the diffusion
mode1.
B-36
-------
B. Summary
Sources in the city of Bremen, Germany, are classified in three
groups. First are individual stacks with emission rates greater than
one kilogram of SO per hour, which are treated as point sources. Records
£
for these sources contain information as to output by volume, maximum
emissions, and mean winter and summer emissions. Whenever possible,
daily emission variation data and emissions for holidays were obtained.
The second source category includes individual stacks from small
industries that contribute less than 0.02% each to the total emission
rate. Since these sources contribute such a small amount to the total
emissions, they are treated in the same manner as emissions from space
heating.
Emissions from space heating are apportioned as area sources in a
500 X 500-meter grid. From the sulfur content of the fuels, the total
fuel consumption and the total number of dwelling units, a mean emission
rate of 8 g SO /hr per dwelling unit is obtained. This rate assumed the
£
daily mean temperature remains constant throughout the heating period.
To make emissions from space heating a function of time, a relationship
between daily mean temperature and daily emissions is used in some cases.
Multiplying 8 g/hr (or the corresponding temperature corrected value)
by the number of dwelling units in each area gives the mean emission rate
for that area. This is then divided by the number of individual stacks
representing the area source.
C. Model Availability
A computer code for the emission inventory methodology is not pre-
sented.
B-37
-------
VI GENERAL ELECTRIC COMPANY
Study of Air Pollution Aspects of Various Roadway
Configurations; APTD-1146; New York City Dept. of
Air Resources, EPA, FHWA, New York Division Office;
Prepared by General Electric Company, 3198 Chestnut
Street, Philadelphia, Pa., 1971.
A. Author's Abstract
This experimental study was undertaken to (1) ascertain the current
air quality in the immediate vicinity of various urban roadway con-
figurations; (2) determine how the selected urban roadway configurations
aid or hinder the diffusion of the pollutants emitted by urban traffic;
and (3) develop mathematical relationships between traffic, traffic
speed, pollutant concentration, meteorological parameters and roadway
configuration. It is possible to assess the impact of the 1970 Clean
Air Act by future monitoring programs which determine the extent to which
the clean air goals are achieved. It is possible to identify those areas
in and around a given configuration that do not meet the National Air
Quality Standards under certain meteorological and traffic conditions.
It is possible for urban and transportation planners to compute in
advance the pollution anticipated for a proposed roadway design in order
to insure that dwellings adjacent to the proposed design will not be
exposed to pollutant concentrations in excess of the National Air Quality
Standards.
B. Summary
One section of the report presents nomographs which provide highway
designers with gross estimates of the CO concentration to be expected
for various roadway configurations. Figure A presents representative
relationships of CO concentration versus traffic flow rate for one of
B-39
-------
90
80
70
60
50
40
30
20
10
I
2000 4000 6000
TRAFFIC FLOW RATE — N vehicles per hour
8000
SA-2579-27
FIGURE B-3 PROFILE OF CARBON MONOXIDE VERSUS TRAFFIC FLOW RATE AT
FDR DRIVE
B-40
-------
the ten sites monitored during this study. The CO values shown in the
curves are those of the vertical plane of probes reflecting the maximum
values. The traffic values shown are those of the total traffic involved.
Regression and correlation analyses were performed to determine
whether the relationship between environmental variables and carbon
monoxide and hydrocarbon concentrations could be predicted mathematically.
The resultant simple correlation coefficients and multiple correlation
coefficient, R, show large variations. It must be concluded, therefore,
that the postulated regression equation does not adequately describe the
effects of the wind parameters on the carbon monoxide and hydrocarbon
concentrations .
It is assumed that any given roadway can be divided into independent
line sources and each probe located at the roadway measures the concen-
tration from its immediate line source plus the concentration emanating
from the other (x-1) line sources. Furthermore, it is assumed that the
concentration decreases exponentially with distance from each probe
location.
The model was further generalized by defining the vehicular pollution
factor, > , by dividing the unperturbed concentration, CC^, by the traffic
flow rate in the immediate vicinity of the probe location.
The vehicular pollution factor, tf> ,
CO
N
(1)
For eight of the configurations evaluated, it was found that &
shows a strong linear relation with traffic speed (correlation of 0.81)
as shown by Figure B. The viaduct site exhibited pronounced meteorological
effects which resulted in the two lower points to the extreme left in the
figure. The low velocity points in the lower right hand is data collected
B-41
-------
00
CM
8 b
UJ
>
oc
o
o
i- Z
o
- 3
o
Q.
O OC
t» i
UJ
CO
DC
O
O
<
LL
O
a.
D Q
o UJ
- UJ
X a.
UJ CO
>0
UJ
g
^c
to
n
CM
<
DC
m LU
CO Q-
ib
S3
_l I
LJJ x
cr uj
m
LU
oc
D
a
LL
— Q33dS OlddVdl
B-42
-------
in a city street. Data from the tunnel sites was not included in
Figure B.
The linear relation between <£ and traffic speed was found to be
0 = [-0.51 (T ) + 26.9] = 10~3 (2)
i i
for T: 15 mph ^ T ^ 49 mph
(PPM-Hr)
-------
EMISSION MODELS CHECKLIST
Input Data Requirements
Within User From
Program Supplies AP-42
Proxies/Comments
Vehicle Emission Factors
-By model year
-By size class
-By power plant
-Deterioration factor
Vehicle Operating Modes
-Hot/cold start
-Route average
-Link average
-Mode-by-mode
NP
NP
NP
NP
NP
NP
NP
NP
Experimentally
measured at roadside
for CO
NP
)Average speed at point of
fmeasurement
Traffic Features
-Vehicle mix
-Engine operating time
-Vehicle miles traveled
-Fuel consumed
Spatial Distribution
-Links
-Grinds
-Area
NP
NP
NP
NP
x
NP
NP
NP
NP
NP
NP
Hourly traffic count
at point of measurement.
^Determined for area
I bounded by roadway
)configuration
NP = No provision
B-44
-------
Output Available
Pollutants
-CO Yes
-HC No (Could not obtain statistically "good"
results)
-NOX No
-Particulates No
Availability of Program Documentation
Yes No
Included in report x
Referenced in report x
Language NP
Equipment NP
Validation/calibration; Calibrated/validated for 10 different roadway config-
urations in NY Metropolitan area
Time resolution; 1 hour
Spatial resolution; Area occupied by roadway configuration
B-45
-------
VII GENERAL RESEARCH CORPORATION
Evaluation of a Diffusion Model for Photochemical Smog Simulation.
A. Q. Eschenroeder, J. R. Martinez, and R. A. Nordsieck, Final
Report, General Research Corporation, prepared for Environmental
Protection Agency, Contract No. 68-02-0336, October, 1972.
A. Author's Abstract
Extensive improvements have characterized this evaluation of the
GRC Photochemical/Diffusion model. Despite the limitations of smog
chamber experimental data, they have served an essential purpose toward
updating the kinetics portion of the model. Consistency of rates and
reactivities is now achievable using recently measured coefficients for
a wide variety of systems. Model methodology revisions have enhanced the
realism of the advective and diffusive descriptions. Previous assumptions
regarding transverse (cross-streamline) horizontal diffusion have been
confirmed by an exhaustive series of parametric tests. Photochemical/
diffusion validations were successful for trajectories occurring during
four days of the 1969 smog season in Los Angeles. Our measure of success
is concentration-history fidelity with a minimum of adjustments of
diffusion parameters. (Chemical coefficients were scaled from the smog
chamber studies and held fixed for the simulations carried out to date.)
Future directions for air pollution model development are discussed in
detail in an appendix as information supporting the experimental recom-
mendations .
B. Summary
General Research Corporation's diffusion model uses hourly emissions
of carbon monoxide, ozone, hydrocarbons, nitrogen dioxide and nitric oxide
B-47
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from both fixed and moving sources on a 2-mile interval grid to predict
pollutant concentrations. The emissions inventory used is that compiled
by Systems Applications, Inc., (see Review No. XXII).
B-48
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VIII GEOMET
Validation and Sensitivity Analysis of the Gaussian Plume
Multiple-Source Urban Diffusion Model. R. C. Koch and S.
D. Thayer, Geomet, Inc., Final Report, Contract No. CPA
70-94, prepared for Environmental Protection Agency,
November, 1971.
A. Author's Abstract
This report, submitted by GEOMET to the National Environmental
Research Center, presents the analysis and results of a program of
validation and sensitivity analysis of the steady-state Gaussian plume-
type of urban diffusion model.
The report develops a careful definition of the fundamental short-
term steady-state model and its various modes of implementation, in
terms of emission and environmental input parameters, and of calculational
modes. A set of computer programs developed especially for validation
and sensitivity study purposes is described.
The validation study consists of a variety of comparisons of short-
term and long-term concentration predictions from the model, with com-
parable measured SC>2 concentrations covering three months of 2-hour
values at ten locations in St. Louis, and one month of 1-hour values at
eight locations in Chicago. The predictions use hourly estimates of
meteorological and emission parameters. The atmospheric stability is
estimated from hourly weather observations from an adjacent airport
using the McElroy-Pooler diffusion parameters based on Turner's
definitions of stability categories. The mixing layer ceiling is
estimated from radiosonde observations taken twice daily from remote
locations (100 to 200 miles away). The wind speed and direction are
B-49
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hourly averages of several continuous records. The emission rates of
the largest sources are identified and located individually. For other
sources a mean emission rate per unit area is estimated for a square
gridwork of points with a one-mile spacing between adjacent points.
Each emission rate is related to hourly estimates of space heating and
other operating requirements. No "calibration" or other adjustment of
the inputs or output concentrations is employed anywhere in the analysis.
Individual short-term model results (1- to 2-hour periods) show
large deviations from the observed concentrations, but the frequency
distributions of calculated short-term concentrations over a month or a
season compare quite well with the comparable frequency distributions
of observed concentrations. No single factor could be found which
accounts for a significant fraction of the individual deviations.
Predicted long-term concentrations show consistently good agreement with
observations, as contrasted with the significant overestimation usually
found in other model implementations.
A technique is proposed for calculating the long-term estimates
which obviates the need to calculate every short-term concentration in
the period. A sampling process is used in which a statistically selected
set of as few as five to ten percent of the short-term periods is employed,
and the representativeness of the distribution is maintained.
In the sensitivity analysis, the insensitivity of the model con-
centrations to the parameters of wind speed profile parameter value, and
the distribution of area source emission heights, is demonstrated.
Quantitative description is given of the sensitivity of the model to the
following parameters: changes in spatial variability in emissions,
vertical diffusion parameter, pollutant half-life, wind speed, mixing
ceiling, wind direction, and downwind variation in emission rates.
B-50
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Finally, recommendations are made on implementation and use of
the model described herein, and for further study in special problem
areas highlighted by the study.
B. Summary
The GEOMET multiple-source diffusion model designates individual
sources with emission rates significantly higher than the average rate
as point sources, e.g., power plants, large industrial plants, and
large commercial and municipal emitters. For the remaining emitters
(area sources such as residential homes, high-rise apartments, and var-
ious smaller commercial and industrial establishments), it is assumed
that an average emission rate is representative of a small region.
Hourly estimates of SO point and area source emission rates are required,
£i
Two methods of parameterizing temporal and spatial variations of these
rates have been used in this study, one for the St. Louis emissions data
and one for the Chicago data.
1. Treatment of St. Louis Emission Data
The following algorithms for estimating S02 emissions as a
function of time of day, day of week, location, and temperature were
adapted from methods developed by D. B. Turner.*
a. Area Sources
Area source emissions were divided into 5000 X 5000-foot
grid squares, and included data from residential, commercial, river
vessel, automobile, railroad, backyard burning, and industrial sources.
Turner suggests the following algorithm for area sources:
*
Personal communication to GEOMET, Inc.
B-51
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Q(t) = Q + q D (t) + Q F (t) + q D (t) + Q + Q F (tl + Q + Q
rrr cc cc v a a wb
+q D (t) + Q F (t)F (t)
x c p d h
D (t) = 65-T(t) - A (t)
r r
D (t) = 65-T(t) - A (t)
c c
where Q(t) = SC>2 emission rate
0 = base residential S00 emission rate
r z
q = residential heating S00 emission rate per degree
r ^
T(t) = ambient air temperature
A (t) = residential temperature correction factor
r
A (t) = commercial temperature correction factor
c
Q = base commercial SO emission rate
F (t) = commercial diurnal variation factor
c
q = commercial heating SO emission rate per degree
c 2
Q = river vessel SO emission rate
v 2
Q = base automotive SO emission rate
a 2
F (t) = automotive diurnal variation factor
a
Q = railroad SO emission rate
w 2
Q = backyard burning SO emission rate
D &i
q = industrial heating SO emission rate per degree
x 2
Q = base industrial process emission rate
P
F (t) = industrial day of week variation factor
d
F (t) = industrial diurnal variation factor
h
B-52
-------
Introducing subscript notation, let i,j appear on
parameters that vary from one area source to another, let k denote fuel
type, a denote annual or national average, and & refer to the hourly
period. Then
H R. . K s /N \
< \ _ a 13 V^ _k\ k/ ij
qr) ij D R Z-f E H
/ * * . k k
where H = average annual U.S. household space heating energy requirement
a
D = average annual U.S. degree days
a
R = average number of rooms per U.S. household
a
R = average number of rooms per dwelling unit in grid square (i j)
ij '
S = S09 emitted per unit fuel k
E = heating efficiency of fuel k
k
H = heat content of fuel k
k
( N ). . = number of residential dwelling units using fuel k in grid
\ k/ij x . .\
square (i,j)
F
r/ij ~ 1-F ( r/ij w
s
K - number of fuuls
where F = summer day fuel consumption as fraction of average winter day
s
D = average winter degree day
w c
_K
1
j At
k=l
where At = duration of season
s
C. . = number of commercial sources in grid square (i,j)
J. J
W = annual quantity of fuel k used by JLth source
B-53
-------
(Fs)>
fraction of annual quantity of fuel k used by $th source
in summer season
\
qcj
'
S = SO emitted per unit of fuel k
' 2 c
K
- 'F
ij D ) At
w
k=l
\ W
w/k.e
•(«=)« }
where D = winter season degree days
w
fraction of annual quantity of fuel k used by £th source
in winter season
I
K
w
ij
F ^ W
wk-6
k=l
where I = number of industrial sources in grid square (i,j)
Substituting, the original algorithm becomes
F D
s w
1-F
+ 65-T(t)
-V"
H R
a a
E H
k=l k k
F
c
At
65-T(t) -
D
65-T(t) - A- (t)
c
w
K
D
w
k=l
K
ij
. k=l
C
ij
+ Q + Q F (t) + Q
v a a w
65-T(t) - A (t)
c
b D
w
K ij
£ *kr
k=l £=1
,W
B-54
-------
I
ij
+ F (t)F.
-------
n
1
W S
J=l J J
or
n
q = — ) (F \ W S
X °w fe HJ J J
where W . = annual quantity of fuel j used
«J
S = SO emitted per unit fuel j
j 2
D = annual number of degree days
a
D = winter season degree days
w
= fraction of annual quantity of fuel j used in winter season
w J
The SO emission rate equation then becomes
&
n
Q(t) = Q F (t)F (t) + [65 - T(t) - A (t) ] ^- } W S .
p d h c D f—' j j
a j=l
In addition to emission rate parameters, data inputs
include location coordinates of the source, physical stack height and
the plume rise, wind-speed product.
Power Plant Sources. According to the available data,
one of two methods of estimating power plant emission is used.
For some plants hourly power outputs were available. The
information included graphs of fuel weight flow rate, stack temperature,
and stack exit gas volume flow rate as functions of power output. A
linear relationship was found between fuel flow rates and power output:
F = A + AL
B-56
-------
where F = fuel weight flow rate
L = power output
A ,A = empirical parameters
Emission rates are
S
Q = FE
100
where Q = SO emission rate
F = fuel flow rate
E = SO emission factor
2
S = percent sulfur content of fuel
Stack temperature and volume flow rate are also linearly
related to output, but it was found necessary to divide the range of
power outputs from zero to a peak value into three equal parts and to
use a linear approximation over each part or class of the range. This
gives
T = T +
s JL L
where T = stack temperature
s
L = power output
L = lower limit of power output class
J6
L = peak power output
P
T = stack temperature for power load of Ln
Ju
T = stack temperature for power load of Lfl + 1/3 L
u * I
and
B-57
-------
V = V + 1— IV - V
s SL L
P^
T u
P/3 V
where V = stack gas volume flow rate
S
V = stack gas volume flow rate for power load of L
V = stack gas volume flow rate for power load of L + 1/3 L
u 1L t p
For another plant, estimates were made for each two-hour
period of the day of average emission rates, wind speed and plume rise
product. These estimates were derived by government personnel based
on discussions with the plant operator, and are assumed representative
of all days in the data period.
2. Treatment of Chicago Emission Data
The algorithms employed by GEOMET to obtain hourly SO emission
£i
rates from the Chicago emission data were those developed by Argonne
National Laboratory and described previously in Section II of this
appendix. The area source grid consists of one mile squares. Additions
to the algorithms include Turner's temperature correction factor in the
residential and commercial area source treatments and the following
equation for describing heat emission rates for the three classes of
additional point sources:
H =0.15^
100
3680 N
where H = heat emission rate
e
Q = SO emission rate
£t
S = percent sulfur content of fuel
N = number of stacks
B-58
-------
3. Model Sensitivity
Sensitivity to the vertical distribution of area source
emissions was investigated. It was concluded, for the cases tested,
that in general the differences resulting from the use of various
vertical distributions were negligible.
To study model sensitivity to diurnal variation in emission
rates, the factors(represented by algorithms) which affect emission rate
estimations were analyzed. The inputs to the algorithms are temperature,
electric power load at generating stations, and hour of the day, but
errors associated with the measurement of these inputs are small. There-
fore, the assumptions made in formulation of these algorithms were
investigated.
In the emissions model, annual emission rates act as scaling
factors for diurnal variations; an error in one of these estimates
creates systematic error in model predictions. However, the authors
feel that if concentrations are considered at a number of widely
dispersed locations, the errors tend to cancel each other.
Sulfur dioxide emissions are characterized as arising from
three classes of operations: (1) electric power generation, (2)
industrial processing and (3) space heating. Hourly power plant
emissions are estimated by means of linear relationships with hourly
electric power load of individual generating units. Error in this
regard is small, but uncertainty would be increased for proposed power
plants where hourly loads would need to be predicted.
Diurnal emissions from industrial processing are allocated on
the basis of utilization factors concerning day of the week, hour of the
day, etc. Variations between actual and estimated emissions may be
considerable, since industrial operations must respond to fluctuations
in demand and breakdowns in equipment. The authors state that errors
B-59
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in emission rate estimated in the immediate vicinity of individual
sources result, but a random distribution of these over an urban area
tend to balance.
Algorithms for emissions from space heating operations contain
correction factors duch as Turner's temperature correction factor and
Argonne's "janitor function." It was felt that random errors associated
with individual sources of these types are probably small, and a more
serious type of error is associated with the assumputions in the algorithms
of no time lag between outside temperature change and fuel consumption.
This type of error is critical to short-term model sensitivity, sometimes
resulting in an emission error of a factor of 2; it is not important
in calculating long-term concentrations.
Systematic errors due to unseasonable temperatures can result
when thermostats are controlled only partially by temperature, since the
algorithm will immediately respond to the temperature change. In these
cases, the emission rate error will persist for the duration of the
unseasonable weather. The resulting concentration error will be minimal
over the long-term, but short-term concentration error will be directly
proportional to the emission error. A careful study of the magnitude
and duration of heating emissions is required to determine the nature of
heating system response to rapid and extreme temperature fluctuations.
Co Model Availability
Computer program listings of the emissions treatments for both
Chicago and St. Louis data appear in the GEOMET report.
B-60
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IX IBM
The IBM Air Quality Diffusion Model with an Application to New
York City. L. J. Shieh, P. K. Halpern, B. A. Clemens, H. H.
Wang, and F. F. Abraham, IBM Corp., Palo Alto Scientific Center,
Report No. G320-3290, June, 1971.
A. Author's Abstract
An experimental multisource air pollution diffusion model based on
the Gaussian plume formulation is described. The model is capable of
incorporating point and area sources, time and space dependence of
source strengths, and time and space dependence of meteorological
variables. Numerical experiments sumulating the SO concentration
2i
distribution for New York City are presented for January 11, 1971. The
numerical results agree favorably with experimental measurements.
B. Summary
The IBM diffusion model requires 2-hourly SO emissions data in
£1
order to predict the average ground level concentrations for a 2-hour
interval. The emissions treatment recognizes individual point sources,
which include power generation, municipal incinerators, manufacturing
plants, industrial combustion, chemical and oil refinery and mineral
smelting, large hospitals, etc; and area sources, which account for
commercial and domestic space and hot water heating.
1. Treatment of Area Sources
The grid square size for area sources is variable, allowing for
specification of different grids for urban, sub-urban, and rural areas.
These specifications are based on receptor locations relative to the
sources and the distribution of source strengths. Computations were
B-61
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made using a 1.0 x 1.0-mile square grid in the urban area, 2.0 X 2.0 in
the sub-urban area, and 4.0 X 4.0 in the rural area. Necessary inputs
include the number of different area source sizes used and the number of
area source grids in each area source size; the model groups source grids
(for any grid size) in a rectangular region, thus also requiring as input
the number of rectangular regions for the entire source grid; and, for
each region, the x,y coordinates denoting the limits of the region and
the size of the source grid for that region.
A source emission height for each area source size must be
input to the model, and it is taken as the average building height within
the area source grid.
Total annual SO emissions are first broken down into daily,
2t
then 2-hourly emissions. One method used to generate daily patterns was
to relate daily emissions to the average daily temperature, where
Q Q
annual annual
Q = v + V (DD)
daily Yl 365 Y2 TDD
and Q = daily total SO output
Q = annual total SO output
annual 2
DD = degree days = 65 - daily mean temperature in °F if the
latter is 65°F or less; otherwise, it is zero
TDD = annual total degree days
y =: fraction of sources due to hot water heating
y = fraction of sources due to space heating
^
and YI + Y2 = 1
An alternate approach divides the calendar year into three
seasons and allocates fractions of the annual source emissions to each
season. Let Q'1> ot and a represent these fractions. The seasonal
J- 2 3
B-62
-------
emissions may be written as
Q = a Q
season 1 1 annual
where a + 01 + a =1
Daily emissions are found by dividing by the number of days in the season
in question. Estimates of daily emissions using this method are not as
precise as those calculated by the former method. To reduce daily SO
£
output to 2-hourly source emissions, statistically derived coefficients
representing diurnal variations of emissions as a function of ambient
temperature are introduced. It is assumed that for each 10°F interval
of daily mean temperature a typical diurnal emission pattern exists,
from which these coefficients can be derived. Two-hour source emissions
are calculated with the expression:
12 12
\"~* Q/2 hour \ = \ ^ 3 Q
Z-f \ V 2-f * daily
where 3. (i=l, 12) equals the fraction of daily output at a particular
2-hour interval. Values of 3. are given in the table.
Small point sources are included with the area source emissions
if certain criteria are satisfied: (1) the total annual emissions are
less than one-tenth of the total annual emissions of the associated area
source; (2) the stack height of the point source is within 20 m of the
associated area source emission height; and (3) the point source has no
appreciable plume rise. All other point sources are considered individually.
2. Treatment of Point Sources
The model requires bi-hourly emissions data from point sources,
and if measured data are not available, the following simulation technique
B-63
-------
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B-64
-------
(i.e., emission model) is suggested by the authors. Point sources are
classified according to industry, and operational modes for each industry
are established. Patterns for daily output will vary according to mode
of operation; that is, operation on weekdays versus weekends, seasonal
trends, shift factors, etc. Several patterns for a particular industry
are distinquished, and diurnal emissions are obtained through the
application of the various factors derived from the patterns appropriate
to the mode of operation under consideration.
C° Model Availability
The computer program for the IBM model is considered experimental
and is not available outside IBM.
B-65
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IBM
Source Emissions and the Vertically Integrated Mass Flux
of Sulfur Dioxide Across the New York City Area.
P. Halpern, C. Simon, and L. Randall, Journal of Applied
Meteorology, 1971.
A. Author's Abstract
Sulfur dioxide concentrations (in ambient air) , obtained from
helicopter soundings and traverses, together with wind data from
pibals, were used in a kinematic box model to determine hourly average
three-dimensional fluxes of SO for the New York City area. Continuous
£t
dry-bulb temperature and pressure height records were obtained con-
currently and utilized in the analysis and interpretation of the flux
data.
The SO fluxes were compared to degree-day-dependent emissions
^
from residential, industrial and utility sources. Results indicate that
the vertical structure of the fluxes is related to diurnal variations of
the temperature lapse rates. Furthermore, the emission rates determined
from the measurement of flux in 13 tests agree with those derived from
the New York City sulfur dioxide emission inventory within limits which
have been considered acceptable forusein air pollution modeling.
B. Summary
1. Treatment of Emissions
The emissions treatment described by Halpern et al., considers
hourly SO emissions from residential, utility, and industrial sources.
£*
Hourly values of power plant emissions were obtained from the utility
companieso Hourly manufacturing and industrial emissions are estimated
by uniformly distributing annual emissions data over an 8-hour day,
B-67
-------
5-day week, and 50-week year. Daily residential emissions are obtained
in the manner described in the IBM model summary previously given.
Diurnal variations in residential rates are estimated using data on
duration of hourly operation times for apartment house boilers using
fuel oil. Total boiler operating time for each day is correlated with
degree day values:
t = 17.2TT + 192.0
where t equals the total operation time of the boiler in minutes and TT
represents the degree days. Since space-heating boilers receive fuel
oil at a constant rate when operating, knowledge of t and the fuel sulfur
content is sufficient to describe the hourly SO emission rate.
£
2. Model Validation
Sulfur dioxide fluxes are calculated from concentration measure-
ments taken by a helicopter and using wind measurements obtained from
pibal anci radiosonde soundings. A kinematic box model based on conser-
vation of mass is used to verify the hourly emission rates and to
demonstrate a mass balance of SO .
&
For thirteen test cases, the vertically integrated SO flux was
^2
greater than the flux estimated from the emissions inventory. The
average value of the ratio of source emissions flux to the vertically
integrated flux was 0.74 for tests during May and 0.83 for tests in
November. The authors state that this indicates that the source emission
estimates were more responsive to the degree-days dependence in the colder
November tests than in the warmer May tests. The average value for the
ratio for all tests was 0.78.
The mass balance of SO has been verified by comparing calculated
£i
SO flux to source emission data.
^
B-68
-------
C. Model Availability
A computer program for the emission inventory methodology presented
is not included in the paper.
B-69
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XI METROPOLITAN WASHINGTON COUNCIL OF GOVERNMENTS
Estimating Auto Emissions of Alternative Transportation Systems;
Office of the Assistant Secretary for Environment and Urban
Systems, Washington, D. C. 20590; Prepared by S. D. Berweger
and G. V. Wickstrom, Dept. of Transportation Planning, Metro-
politan Washington Council of Governments, 1972.
A. Author's Abstract
This report discusses the development and application of a model
which can estimate the relative magnitudes of carbon monoxide, hydro-
carbons, and oxides of nitrogen automobile emissions for alternative
regional transportation systems.
The computation of auto emissions is accomplished by means of a
computer program which accepts travel and facility data, together with
assumed emission rates, and calculates speed and vehicle-miles of travel
by type of facility by sub-area; applies the rates (for peak and off-
peak travel speeds and volumes) and calculates the amount of emission
by sub-area. Emission rates are a function of the speed of travel and
the age distribution of vehicles in the year under study. A portion of
the program logic is based on a model developed by the Tri-State
Transportation Commission for estimating highway facility requirements,
modified for the purpose of calculating auto emissions.
These findings are based on the emission factors supplied by E.P.A.
If these factors are revised as a result of further research, it is quite
possible that some of the results obtained would change. Revisions to
the emission factors can be readily accommodated by the model developed
in this study.
B-71
-------
B. Summary
The methodology makes use of vehicle trip forecasts, along with
highway network information, to estimate future travel, the speeds at
which this travel will occur, and the emission levels produced. The
methodology does not require trip distribution and traffic assignment
model procedures. It is aimed at providing a regional overview of the
relative magnitude of the air pollution problem in an area. The method-
ology is not intended to provide air quality forecasts as no diffusion
models have been used.
For each system, estimates of average daily and peak-hour emissions
of carbon monoxide (CO), hydrocarbons (HC), and oxides of nitrogen (NO )
X
were made and compared. Computer programs have been developed to do much
of the work and are available.
The three-stage Auto Emissions Model developed in this study is
shown in the figure. For each system tested, a trip generation sub-model
is used to determine automobile vehicle trip origins, a travel description
sub-model is utilized to convert those trips into travel characteristics
and, finally, an emission sub-model is used to convert these travel
parameters into estimates of pollutant emissions.
The emission sub-model utilizes average speeds, to determine the CO,
HC, and NOX emission rates, in pounds per vehicle mile, for each facility
type. This rate is then multiplied by the VMT on each facility type to
determine the total pollutants emitted for each of the sub-areas. This
process is carried out for both peak-hour and daily conditions.
The emission factors used in this study were supplied by the E.P.A.
CO and HC emissions per vehicle-mile of travel decrease with increasing
speeds while emissions of nitrogen oxides are assumed to be constant
for all speeds.
B-72
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(PHASE 1 I PHASE 2 IPHASE 3
DATA REQUIREMENTS |TRIP GENERATI ON MODEL iTRAVEL DESCRIPTI ON MODEL iPOLLUTANT EM ISSIONS MODEL
SOCIO-ECONOMIC FORECASTS
HOUSEHOLD INCOME,
DISTRI3UTIONOFPOPULATION
AND EMPLOYMENT
TRANSIT SYSTEM
ALTERNATIVE
HIGHWAY SYSTEM
ALTERNATIVE
ENVIRONMENTAL PROTECTION
AGENCY EMISSIONS FACTORS
HIGHWAY NEEDS MODEL
/VEHICLE^
/MILES-OF-
ITRAVEL AND
V SPEED BY .
X^FACIIITY TYPE
EMISSION MODEL
EMISSIONS
OF
OXIDES OF
NITROGEN
SA-2579-29
FIGURE B-5 FLOW CHART OF AUTO EMISSIONS MODEL
There was concern over combining trip specific speed-emission factors
with facility specific speeds. At the time the study was initiated,
however, there were no data available to resolve this inconsistency.
The most important relationship used in the travel description
sub-model is between vehicle-miles of travel (VMT) density, vehicle trip
origin density, and expressway supply. In the Washington, D.C. area, the
relationship was found to be the same as that found in the New York region,
that is:
where:
VMT = vehicle-miles of travel per square mile
B-73
-------
VTO = vehicle trip origins per square mile
FE/FO = proportion of total roadway surface area made up by
expressways
It was found that the expressway speed estimates calculated for the
New York region were too high for use in the Washington area; therefore,
the source deck was recompiled using a speed equation specifically
calibrated for the Washington region.
To obtain an estimate of peak-hour speeds, the 24 hour VMT was
factored to peak hour volumes per lane by facility type, using observed
peak-to-daily and directional flow factors. The Technical Advisory
Committee eventually decided that the EPA emission factors published in
the EPA document, "Air Pollution Emission Factors"*were the best available
for current use. These factors were modified somewhat by EPA to account
for 1976 conditions and the fact that the age distribution of automobiles
in the Metropolitan region was different (younger) than the national
akjfc
average. This resulted in a slightly lower base emission rate for
the region, but the proportional changes in rates for speed variations
remained identical to that published.
Preliminary data from a current five-car study in California indicates
that the impact of control devices might well be to flatten out the CO and
HC curves, that is, emission rates may not decrease as rapidly for a given
speed increase as they did under the old curves.
M. Ja McGraw, and R. L. Duprey, "Compilation of Air Pollutant
Emission Factors" (Preliminary Document), Environmental Protection
Agency, Research Triange Park, N. C., April, 1971.
"Motor Vehicle Emission Factors for Metropolitan Washington, B.C.,"
Environmental Protection Agency, Office of Air Programs Memo, November
4, 1971.
B-74
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EMISSION MODELS CHECKLIST
Input Data Requirements
Vehicle Emission Factors
-By model year
-By size class
-By power plant
-Deterioration factor
Within User
Program Supplies
x
From
AP-42
x
NP
NP
NP
Proxies/Comments
Vehicle Operating Modes
-Hot/cold start
-Route average
-Link average
-Mode-by-mode
Traffic Features
-Vehicle mix
-Engine operating time
-Vehicle miles traveled
-Fuel consumed
Spatial Distribution
-Links
-Grinds
-Area
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
Average speeds for
each mode based on
total VMT by mode
NP = No provision
B-75
-------
Output Available
Pollutants
-CO Yes
-HC Yes
-NOX Yes
-Particulates No
Availability of Program Documentation
Yes No
Included in report x
Referenced in report x
Language Basic FORTRAN IV
Equipment IBM 360/30
Validation/calibration; Calibrated/validated on emissions for Metropolitan
Washington, B.C.
Time resolution; Peak/off-peak
Spatial resolution; Area specified by zonal configuration
B-76
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XII NATIONAL AIR POLLUTION CONTROL ADMINISTRATION
St. Louis SOp. Dispersion Model Study—Basic Data.
D. B. Turner and N. G. Edmisten, Unpublished report,
November, 1968.
A. Author's Abstract
'•'••« I'1:1'ft con- , 'AS ck'S' riptions -*f busio data lor- ,i (iirco , o.it'i
period used with a research study formulating a dispersion model for
the St. Louis Metropolitan Area. This includes emission information
....] --.our •..-• 11 ?-,'\-" (iio'-itii ,i:; well .;s i.iet ion , r... i "• t j. ., ia.' o;. sums
for each 2-hours for the three-month period, hourly meteorological data
from routine and special instrumentation, and 24-hour sulfur dioxide
concentrations for 40 locations and 2-hour concentrations for 10
locations.
B. Summary
This unpublished report outlines methods of computing the number of
dwelling units per grid square and the population per grid square, from
basic census data.
1. Estimation of the Number of Dwelling Units per Grid Square
When the census tracts are larger than a grid square, the pro-
cedure is to first calculate the total number of grid squares per census
tract by dividing the number of acres in the tract by the number of acres
in a grid square. The number of inhabited grid squares in the tract is
estimated, deleting rivers, lakes, parks, etc. Weights are then assigned
individually to the squares to adjust their dwelling unit density to that
of the total census tract. The number of each type of heating unit (coal,
gas, or oil) is estimated for an average grid square from census data.
B-77
-------
Finally, the number of each type of heating unit per average grid square
is multiplied by the assigned weights, giving the number of each type of
unit in the grid square in question.
When the census tract is smaller than a grid square, the
fraction of the total census tract in each grid square of which it is a
part is estimated, and weights are assigned to each portion of the tract
to compensate for nonresidential areas. The total number of each type of
unit in the census tract is multiplied, individually, by the fraction of
area and by the assigned weight. These products are summed for each of
the census tracts within the grid square, yielding the number of each type
of unit in the square.
2. Estimation of the Population per Grid Square
When the census tract is larger than a grid square, the total
number of grid squares per census tract is calculated, and the number of
inhabited grid squares in the tract is estimated. Weights are individually
assigned to the squares to adjust their population density to that of the
total census tract. By dividing the population of the total census tract
by the number of grid squares per tract, the number of people per grid
square is found. Finally, multiplying the average grid square population
by the assigned weight gives the population of the grid square in question.
If the census tract is smaller than a square, the fraction of the
total census tract in each grid square of which it is a part is estimated,
and a weight is assigned to each portion of the tract to compensate for
nonresidential areas. The total population of the tract is multiplied,
individually, by both the fraction of area and the assigned weight, and
the sum of these products, for each census tract within the grid square,
equals the population of the square.
B-78
-------
C. Model Availability
A computer code for the methodology presented is not included in
the report.
B-79
-------
XIII NATIONAL AIR POLLUTION CONTROL ADMINISTRATION
Emission Factors. A. H. Rose, Jr., W. D. Krostek, National Air
Pollution Control Administration, June, 1969.
A. Author's Abstract
A method has been developed for the prediction of gaseous pollutants
emitted into the national environment from on-the-road gasoline-powered
vehicles. The method involved two quantities, the emissions emitted per
mile traveled, and the total mileage traveled. Vehicular emissions were
characterized by engine type and load under actual operating conditions.
Five vehicle types and two use classes were used to define characteristic
vehicular emissions. Vehicle types were automobile (auto), light duty
truck (LDT), and three weight classes of heavy duty trucks (HDT). The
two use classes were urban and rural.
The method allows comparison among the possible degrees of control,
methods of control, and implementation dates. The method could be utilized
on a regional rather than national basis, and could include particulates
as well as gaseous pollutants.
B. Summary
1. Inputs
The method requires knowledge of: (1) the mean annual road
emissions of a characteristic vehicle in mass per distance traveled, and
(2) the total distance traveled during the calendar year by that portion
of the total vehicular population characterized by the vehicle. Classi-
fication of vehicles was by use: urban or rural driving; and by general
type: auto, LDT [GVW less than 6,000 Ibs], HDT(II) [GVW of 6,000-10,000
Ibs], HDT(III) [GVW of 10,000-19,500 Ibs], HDT(IV) [GVW over 19,500 Ibs].
Vehicles in a class were categorized by the model year (the model year is
the calendar year the vehicle entered the population). This is basically
B-81
-------
characterization of vehicular emissions by engine type, load, and age.
Reference characteristic emissions were obtained for each of the vehicular
types and use classifications. The deterioration factor used to account
for vehicle age was considered to be solely a function of accumulated road
mileage, thus accommodating changes among vehicles in driving usage. It
was assumed that vehicular deterioration will not change and that the
mileage distribution with age will also remain constant. HDT vehicles
were assumed to deteriorate as automobiles, assuming that the increase
in mileage traveled is offset by more durable construction.
Three gaseous pollutants were considered, hydrocarbons (based on a
hydrogen/carbon ratio of 1.85 to 1.00), carbon monoxide, and nitrogen
oxides (as NO ). Emissions from evaporative sources and crankcase blowby
^
were presumed to consist entirely of hydrocarbons.
Rural driving was characterized by hot start 45 mph (average route
speed) operating conditions; urban driving, by cold start 25 mph (average)
operating conditions. The relationships among the various operating
conditions are themselves independent of mileage.
REFERENCE AUTOMOTIVE EMISSIONS
N0n
CO
HC
Type
- exhaust
- exhaust
- exhaust
Value
gm/mile
ppm
gm/mile
%
gm/mile
ppm
1962
5.757
1500
87.234
3.7
5.678
456
1963-
1967
5.757
1500
87.234
3.7
5,678
456
1968-
1969
5.757
1500
35.103
1.5
3.428
275
1970
5.757
1500
23.000
1.0
2.200
176
1971-
1974
5.757
1500
23.000
1.0
2.200
176
1975-
1990
0.960
250
11.500
0.5
0.611
49
HC - evapora- gm/mile
tive
HC - crank-
case
gm/mile
2.767
3.151
2.767
2.767
2.767
0.490
Concentration values are based on exhaust volume of 70.68 standard cubic feet/mile
and pollutant densities of 16.33 gm/scf for hydrocarbon, 33.11 gm/sfc for carbon
monoxide, and 54.30 gm/scf for nitrogen dioxide.
Emissions are for federal composite cycle.
B-82
-------
2. Outputs
National or regional gaseous pollutants emitted from on-the-road
gasoline powered vehicles.
3. Resolution
Annual national or regional.
4, Validation
None
B-83
-------
Composite Cycle
HC . 0.9101
CO 0.8217
NO0 . 0.8743
2
1
Hot Cycle
HC
CO
NO,
0.911
0.679
0.8742
Hot 25 mph Road
HC
CO
1.266
1.392
1.000
Cold 25 mph Road
HC
CO
1.120
1.085
1.260
Composite Cycle to Hot Cycle
Hot Cycle to Hot 25 Road
Temperature
HC
CO
NO,,
0.679
0612
1.000
Speed
Hot 45 mph Road
HC
CO
NO,,
1.000
0.920
1 295
Seasonal (Summer to Annual)
Additional (Regional)
Mean Annual Mean Annual
Exhaust From Exhaust From
Urban Vehicle Rural Vehicle
FIGURE B-6 EXHAUST EMISSION FLOW DIAGRAM
SA-2579-30
B-84
-------
EMISSION MODELS CHECKLIST
Input Data Requirements
Within User
Program Supplies
From
AP-42
Vehicle Emission Factors
-By model year
-By size class
-By power plant
-Deterioration factor
Vehicle Operating Modes
-Hot/cold start
-Route average
-Link average
-Mode-by-mode
Traffic Features
-Vehicle mix
-Engine operating time
-Vehicle miles traveled
-Fuel consumed
x
x
X
X
X
X
X
X
NP
NP
NP
NP
NP
NP
x
NP
Proxies/Comments
Uses vehicle
mix for year of
interest in study
Average rural and
urban routes
NP
NP
NP
NP
Spatial Distribution
-Links
-Grinds
-Area
NP
NP
NP
NP
NP
NP = No provision
B-85
-------
Output Available
Pollutants
-CO
-HC
-NOX
-Particulates
Yes
Yes
Yes
No
Availability of Program Documentation
Included in report
Referenced in report
Language
Equipment
Validation/calibration:
Time resolution:
Spatial resolution;
Yes
NP
NP
No
x
None
Annual
National or regional
B-86
-------
XIV NORTHERN RESEARCH AND ENGINEERING
The Potential Impact of Aircraft Emissions Upon Air Quality.
M. Platt, R. C. Baker, E. K. Bastress, et al. , Northern
Research and Engineering Corp., Cambridge, Mass., 02139,
Rept. APTD-1085, December 29, 1971.
A. Author's Abstract
Three categories of emissions were presented: aircraft operations,
non-aircraft airport operations, and airport surroundings. In general,
each of the sources in these categories can be accurately represented
as either point, line, or area sources of time-dependent strength (i.e.,
emissions per unit time). However, to reduce the complexity of analysis
in this study, each emission source is represented by one or more con-
tinuous point sources of constant strength over the time period being
considered. Each point source is a specific location within the airport
or its environs. The strength Q of a point source was evaluated as the
total emissions E associated with the point during the time period,
divided by the length T of the period.
B. Summary
1. Aircraft Operation
The modes of operation of a typical aircraft which were con-
sidered in this study have been established as: (1) approach, (2) landing,
(3) taxi [after landing and before take-off], (4) idle and shutdown,
(5) maintenance, (6) start-up and idle, (7) idle at runway, (8) take-off,
(9) climb-out, and (10) fuel venting.
B-87
-------
Operational modes
(4) idle and shutdown
(6) start-up and idle
(5) maintenance
(7) idle at runway
are characterized by pounds of pollutants per aircraft class. The
total is calculated by using characteristic times periods for each
mode for each aircraft class.
Operational modes
(3) taxi
(1) approach
(9) climb-out
(2) landing
(8) take-off
are characterized by pounds of pollutants per aircraft class. Dis-
tribution of traffic among runways, average taxi times, characteristics
of the airport under study, and the times and positions along represen-
tative flight paths are used to calculate the amount and distribution of
the pollutants.
Operational mode
(10) fuel venting
is characterized by total pounds of hydrocarbon per aircraft class and
is associated with a point source at 600-meter altitude in take-off.
2. Automobile Travel
Automobile travel within the airport is characterized by a
constant emission of pollutant per automobile per unit automobile travel.
The total emissions due to automobile operation for a time period were
calculated using:
B-88
-------
a. Average travel per automobile within the airport
b. Fraction of automobiles entering the airport per
passenger
c. Average number of passengers per aircraft
d. Aircraft activity data.
The first two items are considered characteristic of the airport, while
the third item is considered characteristic of an aircraft class.
The total emissions were distributed along the airport roadway
system, which in addition to highways, included roads within the parking
areas. The distribution is accomplished by locating point sources at
stations which divide each roadway into a number of equal segments. The
emissions of each segment were equally divided between the two bounding
stations. This resulted in the same type of distribution as would be
obtained for trapezoidal integration of a uniform line source of emissions.
Service vehicle emissions were calculated in an approximate manner
as 50% of automobile emissions. They are then included in the distribution
of the automobile emissions.
3. Model Sensitivity
The mathematical model of airport emissions and the dispersion
of those emissions used to predict pollutant concentrations involves two
categories of physical parameters:
a. Meteorological parameters, which consist of atmospheric
stability, wind speed, wind direction, mixing height,
and for short-term calculations, wind persistence.
b. Source parameters, which consist of the strength and
location of emission sources with respect to a receptor.
Parameters in the first category were the subject of a sensitivity analysis,
with parameters in the second category investigated indirectly in the analysis
of control techniques.
B-89
-------
4. Accuracy of the Model
Airport emissions are modeled by a large number of continuous
point sources of constant strength distributed throughout the airport.
This results in two limitations on the validity of the model. First,
the model is limited to time periods that are much larger than character-
istic times of individual aircraft activity. Second, the model is
limited to receptors that are not in close proximity to the emission
sources. Since an airport has many emission sources which would be best
represented as lines or areas, the assumption of point sources results in
an important limitation of the model.
In providing a check of the results obtained using the model,
a comparison was made with emissions and concentrations reported for Los
Angeles International Airport. While the emissions for carbon monoxide
are in excellent agreement, agreement for the other pollutants is poor.
The aircraft emissions of particulates, nitrogen dioxide, and total hydro-
carbons for Los Angeles International Airport are greater than those
obtained using the model by factors ranging up to 6.7 for particulates.
Since the activity data were similar for the two cases, the disagreement
can be traced directly to the emission factors.
Concerning the other pollutants, it is significant that agree-
ment is so good for carbon monoxide which can be measured most accurately
in engine emission tests and so poor for the other pollutants where
different measurement techniques can give very different results.
The measured concentration of carbon monoxide is a factor of
2.8 larger than the analytical value. It is felt that the imprecision
with which the surroundings were modeled is the likely cause for this
discrepancy (for instance, emissions of automobiles on roadways adjacent
to the airport not directly included in the model). Therefore, concen-
trations due to aircraft emissions alone should be predicted more
accurately than concentrations due to all emissions.
B-90
-------
EMISSION MODELS CHECKLIST
Input Data Requirements
Within User
Program Supplies
Vehicle Emission Factors
-By model year
-By size class
-By power plant
-Deterioration factor
Vehicle Operating Modes
-Hot/cold start
-Route average
-Link average
-Mode-by-mode
Traffic Features
-Vehicle mix
-Engine operating time
-Vehicle miles traveled
-Fuel consumed
x
x
x
x
NP
x
x
NP
NP
NP
NP
x
x
X
X
NP
From
AP-42
Proxies/Comments
NP
NP
NP
NP
Spatial Distribution
-Links
-Grinds
-Area
x
x
x
NP
NP
NP
NP = No provision
B-91
-------
Output Available
Pollutants
-CO Yes
-HC Yes
-NOX Yes
-Particulates Yes
Availability of Program Documentation
Yes No
Included in report x
Referenced in report x*
Language NP
Equipment NP
Validation/calibration: Los Angeles Airport - 1970 data
Time resolution: 1 hour
Spatial resolution; Airport boundary
* M. Platt, K. M. Chug, and R. D. Siegel, "Computer Program for the
Air Quality Analysis of Airports" (NREC Report No. 1167-2), Northern
Research and Engineering Corporation, Cambridge, August 1971.
B-92
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XV ONTARIO DEPARTMENT OF THE ENVIRONMENT
Information System Descriptive Manual, Air Management
Branch, Department of the Environment, Province of
Ontario, Canada, January, 1971.
A. Author's Abstract
None given.
B. Summary
The Toronto emissions-inventory methodology considers three source
categories: (1) major intense and discontinuous sources (point and line
sources); (2) numerous minor sources (area sources); and (3) sources beyond
the grid system boundary.
If emissions are greater than 100 Ibs per day, the source is con-
sidered a point source; otherwise, its emissions are included in area
source calculations. The 100 Ibs per day criterion may be modified. The
Toronto area is divided into 1 kilometer grid squares for area sources,
with point sources located on a 5 X 5-kilometer grid to a tenth of a
kilometer.
Area sources include emissions from motor vehicles, shipping,
railroads, aircraft, and gasoline storage, from space heating and waste
disposal of apartments, schools and universities, industrial and commer-
cial sources, and public buildings, and from space heating of residential
dwellings. All minor sources within one grid square are summed, and the
total is distributed evenly over that square. Line sources are treated
as special cases of area sources.
Sources beyond the grid boundary are treated as providing a flux
through the border, with assigned source strength and initial vertical
B-93
-------
distribution,, These parameters maintain constant values along the length
of the border.
The five pollutants considered are sulfur dioxide, nitrogen oxides,
particulates, carbon monoxide, and hydrocarbons. Provision is made for
sources which, under certain conditions, must switch from their regularly
used fuel to another type, thus changing their emission patterns. The
information system is designed to accept new data and can modify old data.
The capability exists to modify classes of emissions by a fixed percentage.
1. Automotive Emissions
•
Roadway emissions are divided into five classes: (1) super-
highway (line source), (2) other highway, (3) major artery, (4) residential,
and (5) business street. Information is collected such as the vehicle count
per day for all roads in each grid square (for residential streets a count
of 500 is assumed, slightly higher for residential streets with large
apartment buildings), and road lengths in each grid square. Yearly emission
quantities are found by multiplying the vehicle count per day by road length
and by 365. and then applying the emission factor appropriate to the
emission class. Trie lourly o daily emissions are computed using nie
appropriate diurnal, daily and seasonal factors that have been tabulated.
2. Po ,t_ an_d Oi '>r>r Are i Sonrr-o E~ "•s^ion,0
Patterns for point source operations, process and nonprocess,
were developed based on days of the week in operation and the number of
shifts per day. Seasonal and daily space heating variations for both
point and area sources were developed using degree day fluctuations, with
hourly variations derived from natural gas demand records over 24-hour
periods during different seasons. Other area source emission variations
were determined in a similar fashion, based upon usage or frequency
variation data.
B-94
-------
To obtain hourly emissions from the total annual amount of
pollutant, the procedure outlined below is applied. The annual total is:
a. Adjusted by a seasonal factor. Depending on the
season, one of four seasonal percents (which add
to 100) is mulitplied by the annual pollutant
total and then divided by 25,
b. Adjusted to a daily rate, by dividing by 365,
c. Adjusted for day of week, using one of the seven
percentages associated with a particular day, and
d. Adjusted for weather if a heating emission. For
area sources, the factors depend on dwelling type
and fuel type. For point sources, fuel combustion
emission are adjusted by a space heating percent.
This is done by multiplying by the amount of the
degree day total and dividing by the degree year
total.
e. Only area sources also adjusted by hour of the day.
A table of diurnal codes, each containing 24 numbers
which add to 100, are applied so that emissions are
spread over the hours of the day, based on the
components of the code.
C. Model Availability
As stated earlier, the Toronto emissions inventory methodology was
developed by the Department of the Environment, Ontario Province, Canada.
The emission model is in the form of a computer code, but it is not
generally available for public dissemination. Accordingly, the model can
only be obtained through a formal request to the Department.
B-95
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XVI PACIFIC ENVIRONMENTAL SERVICES
Controlled Evaluation of the Reactive Environmental
Simulation Model. L. G. Wayne, A. Kokin, and
M. I. Weistaurd, Final Report, Pacific Environmental
Services, Inc., Contract No. 68-02-0345, prepared
for Environmental Protection Agency, EPA R4-73-013a,
February, 1973.
A. Author's Abstract
The development and validation of an operational version of the
Reactive Environmental Simulation Model (REM) were completed, REM was
specifically designed to handle large chemical mechanisms to assess the
impact on air quality of air pollution control devices, fuels, propul-
sion systems, stationary sources, and transportation systems where
thorough evaluation of emissions, emission constituents and reaction
rates are required. The version delivered to the U.S. EPA under this
contract contains a mechanism involving 32 reactions, 12 accumulating
species, and 12 nonaccumulating species. Larger or smaller mechanisms,
also, can be readily inserted into REM for specified purposes.
REM is based on a Lagrangian moving coordinate system which enables
the numerical simulation of the chemical reactions that take place in a
parcel or column of air moving along a dynamic wind trajectory. The tra-
jectory approach gives REM considerable flexibility and is adaptable for
use in a number of practical operational situations. These include short-
term air quality forecasting; analysis of the impact of sources of air
pollution at various designated locations on the air quality at specified
receptor points; interpolation of contaminant concentrations and dosages
at locations not covered by air monitoring stations, and control strategy
evaluations.
B-97
-------
REM contains such user features as reverse and forward trajectory
routines; automatic and objective interpolation from input emission
inventory, meteorological and air quality data bases; a chemical dynamics
routine capable of accommodating mechanisms based on elementary chemical
reactions; and automatic estimation of mixing depth and solar irradiance
based on input of local weather and sun angle data.
REM has attained a running time which makes it cost-effective for
practical use. On an IBM System 370/155, the real-time-to-simulation
ratio for the 31-step .mechanism is 150:1; for carbon monoxide alone it
is 3000:1; for some of the shorter mechanisms available it should run
more than 300:1. The program, also, is user-oriented in that it provides
simple input procedures, ^er documentation, receptor point and time-of-
day selectivity, flexibility in treating specific problems, and ability
to conveniently select any of an infinite number of trajectories cm any
number of days o± interest. 'i.ie modular construction of KEIU, also, makes
it easy to add, replace, or delete individual modules. REM can be used
as an unlimited receptor point model and to chronicle emission inputs
contributing to the air quality at any receptor point.
The validation record of REM over a large number of runs may be
summarized as follows:
• CO, less than a factor of 2 in more than 80% of the
comparisons; 40% agreement within one parr per million.
& 0 , within a factor of 2, 75% of the comparisons.
O
• NO, within a factor of 2, 75% of the comparisons;
90% agreement within 0.02 ppm.
• NO2, within a factor of 2, 60% of the comparisons.
The shapes of predicted time profiles of contaminant concentrations are
generally similar to those observed at air monitoring stations.
B-98
-------
The ease and economy at which REM can be utilized under a variety
of data availability situations make potential improvements in accuracy
and application possible on a cost-effective basis.
B. Summary
1. Treatment of Source Emissions
A subroutine (module) of the REM program computes emissions of
NO, CO, and reactive and less reactive hydrocarbons from freeway and
street traffic. Emissions of NO and reactive and less reactive hydro-
carbons are calculated for stationary area sources. All urban grid
squares are chosen as four square-mile blocks, although the kilometer may
also be used as the standatd. Emissions within these squares are viewed
as essentially uniform and continuous.
Inputs to the module include time, position of the pollutant
column, the distribution of daily traffic on streets and freeways,
emission factors, and diurnal usage curves. Traffic and grid system
distributions and diurnal curves for the Los Angeles Basin are taken from
the emissions treatment developed by Systems Applications, Inc., a review
of which appears in this appendix.
Traffic emissions are computed as a function of time by applying
the emission factors for the respective pollutants to the traffic levels
at the air parcel location, qualified by the daily traffic usage curve.
Area source emissions as a function of time are found by applying a con-
stant diurnal usage curve to grid system distributions of average hourly
pollutant emissions.
2. Module Method of Operation
Following is the procedure by which pollutants are injected
into an air parcel.
B-99
-------
1. Initialization (background concentration).
2. Traffic distribution curves are evaluated.
3. The grid in which the trajectory point lies is
found.
4. The three closest adjacent grids are found (those
with the closest midpoints).
5. The distance from the trajectory point to each
grid midpoint is calculated.
6. Is the trajectory point on the midpoint of the grid
square in which it lies? If yes, go to step 9; if
no continue.
7. The contribution to the parcel from each traffic grid
for each pollutant is calculated (the contribution is
inversely proportional to the square of the distance
from the trajectory point to the grid midpoint).
8. If area sources are to be added, the area source con-
tribution from each grid square for each pollutant is
calculated (inversely proportional to the distance
squared). Skip to step 11.
9. The traffic contributions of the trajectory grid only
are calculated.
10. If area sources are to be added, the area source con-
tributions of the trajectory grid only are calculated.
11. The traffic and area contributions are then modified by
the appropriate diurnal usage curves and added.
C. Model Availability
A computer listing of the emission inventory is included in the
supplemental User's Guide of the report.
B-100
-------
DAYLIGHT
SAVINGS
TIME
SET TIME
TO DAYLIGHT
TIME
1
!
FIND THREE
CLOSEST
ADJACENT
GRIDS
SET
MIDPOINTS OF
THE FOUR
GRIDS
i
FIND DISTANCES
OF TRAJECTORY
POINT TO
GRID MIDPOINTS
EVALUATE
TRAFFIC
DISTRIBUTION
CURVES
CALCULATE
CONTRIBUTIONS
OF TRAFFIC GRIDS
(1/DIST2)
FIND GRID
IN WHICH
TRAJECTORY
POINT LIES
SA-2579-31a
FIGURE B-7 FLOW OF SOURCE SUBROUTINE
B-101
-------
ADD TRAFFIC
CONTRIBUTIONS
OF TRAJECTORY
GRID ONLY
ADD AREA SOURCE
CONTRIBUTIONS
OF TRAJECTORY
GRID ONLY
CALCULATE
CONTRIBUTIONS OF
SOURCE GRIDS
(1/DISJ2)
DAYLIGHT
SAVINGS
TIME
RESET TIME
TO STANDARD
TIME
SA-2579-31b
FIGURE B-7 FLOW OF SOURCE SUBROUTINE (concluded)
B-102
-------
XVII RUTGERS UNIVERSITY
Comparison of Air Pollution from Aircraft and Automobiles
(Pro.-ject Eagle) . C. Bright et al. , Rutgers University,
New Brunswick, New Jersey, AD713913, September, 1970.
A. Author's Abstract
None given.
B. Summary
Emissions from either aquadrome or roadway areas are considered to
constitute a surface of randomly distributed multiple sources. Tiiis
surface is assumed to be a uniform area source with respect to a
receptor located a variable distance downwind from the edge of the
aquadrome or roadway segment.
Emissions are calculated by assuming aircraft passenger load factors
and the number of passengers per commuting automobile. The number of
passengers and vehicle road or air miles from each source to central
locations are used to determine the total number of auto and aircraft
miles. This mileage is used to calculate emissions using the following
emission factors:
B-103
-------
Hydrocarbons
Carbon monoxide
Nitrogen oxides
Particulates
MOTOR VEHICLE EMISSIONS
(gin/passenger mi)
1970*
Emissions
8.81
38.95
10.35
0.40
197 of
Actual
12.10
72.35
S.84
0.47
1975*
Goals
0.40
8.87
0.73
0.08
19751"
Actual
8.51
45.24
7.84
0.38
•*
1980
Goals
0.20
3.79
0.32
0.02
1980^
Actual
3.11
18.87
3.52
0.17
TOTAL AIRCRAFT VEHICLE EMISSIONS: APPROACH, CRUISE,
TAKE-OFF AT 100% LOAD FACTOR
(gm/passenger mi)
1970
1975
1980
Hydrocarbons
Particulates
Carbon monoxide
Nitrogen oxides
0.3696
1.0107
1.4717
0.8151
0.3696
1.0107
1.4717
0.8151
0.3696
1.0107
1.4717
0.8151
*Based on HEW estimates of emission-controlled vehicles that will be in
production at that date.
In converting the grams per vehicle mile to grams per passenger mile,
an average automobile passenger occupancy of 1.24 persons is used.
For aircraft, occupancy load factors of both 100% and 50% were con-
sidered. The 100% load factor was demonstrated to be feasible in the
Project Eagle Study. As shown in the tabulation above, the values for
aircraft in grams per passenger mile is computed allowing separate
emission rates for approach, cruise, and take-off. In converting the
grams per vehicle mile to grams per passenger mile, a trip length of
20.8 miles is used for the 53-passenger aircraft. This 20.8-mile trip
length represents the average air passenger distance traveled in an urban
air transportation system during 7 a.m. to 9 a.m. and 4:30 p.m. to 6:30 p.m.
between Manhattan and the 11 transportation centers in Connecticut
(Bridgeport, New Haven, and Stamford), New Jersey (Linden/Rahway, New
Brunswick, Paterson and Newark), and New York (Farmingdale, Hempstead,
Mt. Vernon, and White Plains).
43ased on a methodology considering automobile age and vehicle usage
corresponding to automobile age. This procedure is currently being used
by the National Air Pollution Control Administration, Durham, North
Carolina.
B-104
-------
EMISSION MODELS CHECKLIST
Input Data Requirements
Within User
Program Supplies
From
AP-42
Vehicle Emission Factors
-By model year
-By size class
-By power plant
-Deterioration factor
Vehicle Operating Modes
-Hot/cold start
-Route average
-Link average
-Mode-by-mode
Traffic Features
-Vehicle mix
-Engine operating time
-Vehicle miles traveled
-Fuel consumed
Spatial Distribution
-Links
-Grinds
-Area
x
x
X
X
X
X
X
X
X
NP
X
NP
NP
NP
NP
x
NP
NP
NP
x
Proxies/Comments
By mix on road for
year of study
interest
NP
NP
NP
NP
NP
NP
NP
NP = No provision
B-105
-------
Output Available
Pollutants
-CO
-HC
-NOX
-Particulates
Yes
Yes
Yes
Yes
Availability of Program Documentation
Yes
Included in report
Referenced in report
Language
Equipment
Validation/calibration; None
NP
No
x
Aircraft emission factors
based on 1968 NRC work -
no program given.
Auto emission factors
based on NAPCA data.
Time resolution; 4 hours
Area; Tri-Stav.-. (Connecticut, New Jersey, and New York)
B-106
-------
XVIII SACRAMENTO REGIONAL AREA PLANNING COMMISSION
General Inventory of Air Pollution Sources and Emissions.
The Air Pollution Threat, Sacramento Regional Area Planning
Commission, NTIS No. PB191382, October, 1969.
A. Author's Abstract
The Sacramento Region has three major sources of pollution:
transportation, agriculture waste burning, and other stationary sources.
The report was directed at estimating the amounts of organic gases,
carbon monoxide, nitrogen oxide, sulfur dioxide and aerosols that are
emitted from their sources. The predominant emission is carbon monoxide
with an estimated 1,215 tons being produced daily. Carbon monoxide is
produced mainly from gasoline powered motor vehicles. The other
emissions that are produced in the region are organic gases(267 tons/day),
nitrogen oxide (87 tons/day), aerosols (46 tons/day), and sulfur dioxide
(9 tons/aay).
B. Summary
An emission inventory of the Sacramento, California region was
compiled for organic gases, carbon monoxide, nitrogen oxides, sulfur
dioxide, and aerosol emissions. Sources were classified as transportation,
agricultural waste burning, and stationary sources.
The transportation category is divided into gasoline and diesel
powered motor vehicles, railroads, and aircraft. Pollutant emission is
based on estimates of the different fuels used. Gasoline usage is based
on an estimate of 1.1 gallons per day per person. Emission factors for
gasoline and diesel powered vehicles take into account existing smog
control devices.
B-107
-------
Agricultural emissions arise from agricultural waste burning and
crop processing, the latter being included with stationary sources. In
the Sacramento region 15% of total agricultural waste is burned. Emission
figures represent tons of emissions produced on a straight daily average.
Seventy-five percent of the burning is done from October to February, with
emission figures higher during this season.
Stationary sources include agricultural product processing, where
1% of the total amount of crops processed is estimated as the amount of
particulate lost due to processing. Annual figures are divided by the
number of days per year to obtain daily values. Emissions from petroleum
handling result when tank trucks, service station tanks, and automobile
tanks are filled. A daily figure for gallons handled is found by
multiplying the population of a region by the estimate of gallons per
day per person used. Emissions estimates for solvent use, metal, and
mineral processing, and chemical manufacturing are obtained from regional
agencies. To estimate emissions from the incineration of solid waste, the
total amount of refuse burned daily is found by assuming an average figure
of 2 Ibs per person per day and multiplying by the population. This amount
is divided between municipal dump burning (75%) and backyard burning (25%).
Backyard burning is further divided into incinerator, open, and landscape
burning. Heating of homes and industrial fuel use are the main sources of
emissions from fuel combustion. Natural gas figures are obtained from the
utility company, and bottled gas is accounted for either directly or by
increasing the yearly utility company figure by 10%. Total daily gas is
divided between domestic (75%) and industrial (25%) sources.
C. Model Availability
A computer program for the emissions model is not included.
B-108
-------
XIX STANFORD RESEARCH INSTITUTE
A Practical, Multipurpose Urban Diffusion Model for Carbon
Monoxide. F. L. Ludwig, W. B. Johnson, A. E. Moon, and
R. L. llancuso, Stanford Research Institute, Menlo Park,
California, September, 1970.
A. Author's Abstract
This report describes the development and current status of a
receptor-oriented diffusion model that can be applied to urban areas to
give the following outputs: (1) carbon monoxide (CO) concentration
isopleths for a given set of meteorological conditions and times of
day, (2) sequences of hourly CO concentrations at specific locations
for given sequences of meteorological conditions, and (3) climatological
summaries of CO concentration for specific locations if a historical
record of meteorological data is available. The model can be used to
obtain the frequency distributions of concentrations averaged over
various time intervals for specific hours of the day or days of the week.
B-109
-------
B. Summary
Because nearly all urban carbon monoxide emissions are from
internal combustion vehicles, the model assumes emissions to be at
ground level. Furthermore, the emissions within each segment are
assumed to be uniformly distributed. The inventory of vehicular
emissions has two components: (1) primary network link emissions
from vehicles traveling on the network of major arterial streets and
freeways, and (2) secondary background emissions from vehicles traveling
over the less densely traveled local and feeder streets.
The primary network links for which the emissions are computed
are the sections of major arterial streets and freeways between inter-
sections with other major arterials and freeways. The average length
of the links on the primary network is approximately one mile, although
the links may be much shorter in densely traveled downtown areas, and
more widely spaced in outlying areas. Traffic volumes on links vary
hour-by-hour over a day and are different for weekend days than for
weekdays. Further, there are smaller seasonal variations. Highway
engineers and planners average these variations into a quantity that
they call average daily traffic (ADT). For use in the synoptic model,
the emissions must be expressed as hourly averages, so the average daily
traffic is expressed as a function of time. The amount taken to occur
within any given hour is based on the hourly distribution of trips
compiled by the traffic study agencies of many areas.
To calculate the contribution of the emissions from traffic links
within the five closest segments, the links are first identified with
the segments through which they pass. Then the length of the link that
lies within a given segment is determined. The emissions within the
four segments farthest from the receptor are calculated by a different
technique than that used for the closer segments.
B-110
-------
Before other computations begin, the city is divided into a grid
of one-mile (1.6 km) squares. The traffic link data are used to deter-
mine the average daily CO emission in each of these squares. This is
accomplished by dividing each link into small increments, less than 0.08-km
long. The average daily emission from each of these small pieces is
determined by assuming emissions are spread uniformly along the link.
Then, the emissions from all the small pieces of link within a square
are added together to give total daily emissions for that square. This
total is paired in the computer memory with the coordinates of the point
at the center of the square. These calculations are done only once for
the city.
A trapezoidal grid system is used in the four outer emission
segments. As the location of the receptor changes or the wind direction
changes, these trapezoidal grids are superimposed on different parts of
the fixed city emission grid described in the preceding paragraph. The
average emissions at each point on the trapezoidal grid are determined
by interpolation between the values at the points on the fixed grid. The
average of the emission values determined for the points on the trapezoidal
grid defines the emission rate for the segment.
Historical link-volume data are obtained from traffic departments
in the cities, towns, and counties in the region being studied. Because
traffic varies according to seasonal, weekly, and daily cycles, an
observation of volume for one day must be adjusted for the weekly and
seasonal fluctuations. The resultant corrected value is recorded as the
average daily traffic (ADT) for that location.
The number of vehicle-miles traveled on streets not represented by
the primary network is computed from an estimate of the total vehicle-
miles traveled in the area and the total vehicle-miles on the links of the
primary network. The local street mileage is taken to be the difference
between the two.
B-lll
-------
Link speeds for use in the emission rate calculation are determined
from averages of peak and off-peak travel hours on various kinds of route
facilities. Speed data were obtained from the traffic survey.
For most locations, the peak traffic hour speeds were taken as
equal to 80% of the off-peak speeds. Peak-hour speeds were generally
assigned to the four heaviest traffic hours of the day.
The emission rate, e (g/vehicle-mile), is determined from the
equation
e = c SP
where S is the average speed over the link, in mi/hr, and c and |3 are
constants. For vehicles in use before exhaust control systems, c = 1121
and P = -0.849, as determined by Rose et al. (1969) from observations on
a number of vehicles in several locations. For autos reflecting the level
of emission controls mandated for 1968-70, one hundred thirty-nine emission
values were calculated from emission data presented by Beckman et al.
(1967)2 and from actual observations of speeds, speed changes, and stops
for a variety of road types and traffic congestion conditions. Regression
analysis was used to examine the relation between emissions and average
speed, both with and without controls. The following power function
proved to be the best fit for 1969 model year automobiles:
-0.48
e = 245 S
1 A. H. Rose and W. D. Krostek, "Emission Factors," U.S. Dept. of Health,
Education and Welfare, National Air Pollution Control Administration,
p. 5, 1969.
2 E. W. Beckman, W. S. Fagley, and 0. Sarto, "Exhaust Emission Control by
Chrysler—The Cleaner Air Package," Air Pollution—1967 (Automotive Air
Pollution), Hearings before the Subcommittee on Air and Water Pollution
of the Committee on Public Works, United States Senate, Ninetieth
Congress, First Session, Part 1, pp. 411-424, 1967.
B-112
-------
Consideration of emission control progress yielded the emission
model for 1980 and later model year automobiles:
-0.48
e = 34 S
C. Model Availability
The APRAC model is fully documented in a recent report by Mancuso
and Ludwig3. The program is available in two versions: one for the SRI
CDC G400 computer and another for the EPA IBM 360/50.
3 R. L. Mancuso and F. L. Ludwig, "User's Manual for the APRAC-1A
Urban Diffusion Model Computer Program," CRC/EPA Contract No.
CAPA-3-6S(l-69),SRI Project 8563, Stanford Research Institute,
Menlo Park, California, 1972.
B-113
-------
EMISSION MODELS CHECKLIST
Input Data Requirements
Within User
Program Supplies
Vehicle Emission Factors
-By model year
-By size class
-By power plant
-Deterioration factor
Vehicle Operating Modes
-Hot/cold start
-Route average
-Link average
-Mode-by-mode
Traffic Features
-Vehicle mix
-Engine operating time
-Vehicle miles traveled
-Fuel consumed
Spatial Distribution
-Links
-Grinds
-Area
x
x
X
X
X
X
X
X
NP
NP
X
NP
NP
NP
x
NP
NP
x
x
From
AP-42 Proxies/Comments
Average CO of vehicle
mix for year of study
interest
Speed and distance
NP
NP
NP
NP
NP
NP
NP
NP = No provision
B-114
-------
Output Available
Pollutants
-CO Yes
-HC No
-NOX No
-Particulates NO
j
Availability of Program Documentation
Yes No
Included in report
Referenced in report
Language
Equipment
Validation/calibration; Calculated data were low compared with
CAMP-observed data in St. Louis
Time resolution; 1 hour
Spatial resolution; Radial segments-22.5° out to 16 km
from receptor point
* See Section C, Model Availability
B-115
-------
XX STANFORD RESEARCH INSTITUTE
Procedures for Estimating Highway User Costs, Air Pollution, and
Noise Effects. D. A. Curry and D. G. Andersen, NCHRP Report 133,
prepared by Stanford Research Institute, 1972.
A. Author's Abstract: None given
B. Summary
Because the researchers were unable to locate data in the proper form,
the approach to the estimation of emissions is to compute emissions for a
vehicle of a particular type and characterize the emissions from that
vehicle as "typical" of the vehicles that will be built during the next
few years. The assumption is that the control technology will not change
the patterns.
The emission estimating procedure assumes that during the next few
years vehicles will achieve carbon monoxide and hydrocarbon control through
use of the engine mondification package and a catalytic afterburner, and
will achieve nitrogen oxides control through exhaust gas recirculation.
Emission characteristics of a vehicle using the assumed type of engine
modification package were obtained for a vehicle manufactured by the
Chrysler Corporation, Because most manufacturers are using this type of
control, it is assumed that the vehicle is typical in that regard.
The emissions for stopping and changing speeds were computed under
the assumption that slowing down and speeding up would occur under con-
stant acceleration conditions. The emissions added due to speed changes
were computed by applying the emission characteristics of the test vehicle
to the pattern of speed changes analyzed elsewhere in the report and by
characterizing the results by the best straight line that could be drawn
B-117
-------
through the emission values plotted against volume to capacity (v/c)
ratio for each type of facility.
The reference emissions provide an estimate of the pounds of each
pollutant generated by travel over the analysis segments if all of the
traffic consisted of automobiles meeting the exhaust emission control
requirements for the 1969 model year. The table below gives the emission
limits in grams per mile and their relative ratios for various model
years as used in the conversion procedure (the ratios do not always track
the emission limits exactly, owing to changes in test procedures). These
relative values were combined with the fraction of the vehicle population
represented by each model year as predicted by averaging the fractions for
the years 1966-1970.
AUTOMOBILE EMISSION LIMITS FOR VARIOUS MODEL YEARS
Actual or Permissible
Emission (gm/mi)
Model Year
1967 and earlier
1968 and 1969
1970
1971-72
1973-74
1975
1976-79
1980 and later
HC
13.6
5.1
3.4
3.4
3.4
0.41
0.41
0.20
CO
117
59
39
39
39
3.9
3.9
2.0
NO*
4.0
4.0
4.0
4.0
3.0
3.0
0.4
0.2
Emission
Factor Used
(1970=1.0)
HC
and
CO
3.5
1.5
1.0
1.0
1.0
0.1
0.1
0.05
NOx
1.0
1.0
1.0
1.0
0.75
0.75
0.1
0.05
Use of the conversion factor assumes that the future controls will
reduce emissions proportionally for all operating conditions. Use of a
catalytic afterburner for control of carbon monoxide and hydrocarbons
will result in emissions that approximate this assumption.
B-118
-------
The emissions for single-unit gasoline trucks were estimated to be
2.5 times those of the reference automobile under all conditions.
The last step was to incorporate a degradation factor for the pre-
dicted increase in vehicle emissions due to wear, derived from data of
Rose and Krostek. The degradation factor increases at a decreasing rate
with average mileage drive, and hence with age:
Vehicle
Age (yr)
0
1
2
3
4
5
6
7
£ 8
Degradation
Factor
1.00
1.05
1.12
1.18
1.20
1.22
1.23
1.24
1.25
A. H. Rose, Jr. and W. D. Krostek, "Emission Factors," Department of
Health, Education, and Welfare, June, 1969.
B-119
-------
a
§ 80
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8
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a
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SPEED STOPPED FROM — mph
SA-2579-32
FIGURE B-8 AUTOMOBILE HYDROCARBON AND CARBON MONOXIDE
EMISSIONS ADDED PER 1,000 STOPS
100
•n 80
60
UJ
a
x
o
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o
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UNIFORM SPEED — mph
SA-2579-33
FIGURE B-9 AUTOMOBILE HYDROCARBON AND CARBON MONOXIDE
EMISSIONS PER 1,000 MILES OF DRIVING AT UNIFORM SPEED
B-120
-------
n.
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B-121
-------
>-
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B-122
-------
EMISSION MODELS CHECKLIST
Input Data Requirements
Within User
Program Supplies
From
AP-42
Vehicle Emission Factors
-By model year
-By size class
-By power plant
-Deterioration factor
Vehicle Operating Modes
-Hot/cold start
-Route average
-Link average
-Mode-by-mode
Traffic Features
-Vehicle mix
-Engine operating time
-Vehicle miles traveled
-Fuel consumed
Spatial Distribution
-Links
-Grinds
-Area
x
X
NP
NP
NP
NP
x
x
NP
x
NP
x
NP
NP
Proxies/Comments
Based on 1969
reference auto,
conversions supplied
for other years
NP
NP
NP
NP
NP
NP
NP
NP = No provision
B-123
-------
Output Available
Pollutants
-CO Yes
-HC Yes
-NOX NO
-Particulates No
Availability of Program Documentation
Yes No
Included in report x
Referenced in report x
Language NP
Equipment NP
Validation/calibration; None
Time resolution; 1 hour
Spatial resolution; Link
B-124
-------
XXI STANFORD RESEARCH INSTITUTE
A Preliminary Study of Modeling The Air Pollution Effects From
Traffic Engineering Alternatives. F. L. Ludwig, R. C. Sandys, and
A. E. Moon, Stanford Research Institute, Menlo Park, California,
Air Pollution Control Association Journal, Vol. 23, No. 6, pp. 499-504,
June, 1973.
A. Author's Abstract
Three separate mathematical models were combined to calculate the
changes in carbon monoxide (CO) concentrations that might result from
traffic engineering changes. The three models used were: (1) The Dynamic
Highway Transportation Model (DHTM) which relates traffic flow patterns to
physical parameters and traffic signal characteristics of a network; (2) an
emission model that predicts CO emissions from traffic flow parameters
such as number of stops, idling time, etc.; and (3) the APRAC-1A urban
diffusion model which calculates CO concentrations from source distribu-
tions and meteorological factors. The composite model was applied to
traffic in downtown Chicago for a specific set of meteorological conditions,
Results are compared for two traffic signal control schemes. In those
blocks where concentrations were highest, the model indicates a 20% reduc-
tion is possible through improved traffic signal controls. The model
should be useful for testing other traffic control measures.
B. Summary
Moon has presented a methodology for calculating the amount of CO
generated by a "reference" automobile under four conditions: idling,
1 D. A. Curry and D. G. Andersen, "Procedures for Estimating Highway User
Costs and Air and Noise Pollution Effects," Final Report, Highway Re-
search Board Project 708, Stanford Research Institute, Menlo Park,
California, 1971.
B-125
-------
steady cruising, stopping, and starting. The third and fourth conditions
can be combined, with the results expressed as the amount of CO emitted
per vehicle stop. Because of continual changes in the pollution control
devices required for cars, and the changing mix of vehicle-model years,
it is necessary to convert emissions for "reference" cars to averages for
a particular year. The appropriate conversion factors have been provided
in Reference 1.
According to Moon, 0.15 gram per second (gm/s) of CO are released by
an idling vehicle. The amount of CO released by a vehicle traveling at a
steady speed is a function of that speed. Figure 1 shows an approximation
of the function; the curve has been fitted with exponential functions to
simplify the calculations. At the low speeds, below about 7 or 8 mph, the
curve shown is based on the assumption that a slowly moving vehicle emits
CO at the same rate as an idling vehicle; thus, the emissions per vehicle-
mile will be inversely proportional to the speed. The emissions for each
vehicular stop (and subsequent start) are an exponential function of the
steady driving speed from which the stop was made.
A factor is used to convert emissions of CO from a vehicle made in
the reference year (1968) to emissions for years after 1971. The factor
accounts for the mixture of vehicles manufactured in different years,
based on national averages of vehicle life expectancy. It is based on
existing legislation for the 1970 to 1975 era and on expected further
limitation on emissions through 1980, and assumes no retrofit requirements.
Moon's emissions model can calculate the emissions of CO on a given
street segment, given:
1. Number of vehicle-miles of steady-speed driving on the link
2. The speed achieved during steady-speed operation
3! The number of stops and starts during the hour
4. The number of vehicle-seconds spent stopped and idling.
B-126
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700
500
300
200
> 100
I
8 70
"o
E 50
30
b! 20
CO
CO
5
LU
LU~
10
l I i
E = 540 S
E = 2350 S
-1.72
E = 86 S
-0.55
5 7 10 20 30
S, SPEED — mph
50 70 100
SA-2579-41
FIGURE B-12 RELATIONSHIP BETWEEN CARBON MONOXIDE EMISSIONS AND
STEADY-SPEED DRIVING
B-12 7
-------
The Dynamic Highway Transportation Model can provide the above items of
information. For this study, an intermediate computer program was written
to accept the magnetic tape output of the DHTM and create a punch card
deck for input to the APRAC-1A Diffusion Model; this is not the most effi-
cient method of treating the problem.
This model is offered for central business district applications.
For the outlying streets, the method using the formula developed by Rose
2
and Krostek to relate emissions to average speeds and traffic volumes is
considered adequate.
2
A. H. Rose, Jr. and W. D. Krostek, "Emission Factors," Department of
Health, Education, and Welfare, June 1969.
B-128
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EMISSION MODELS CHECKLIST
Input Data Requirements
Within User From
Program Supplies AP-42
Proxies/Comments
Vehicle Emission Factors
-By model year
-By size class
-By power plant
-Deterioration factor
Vehicle Operating Modes
-Hot/cold start
-Route average
-Link average
-Mode-by-mode
Traffic Features
-Vehicle mix
-Engine operating time
-Vehicle miles traveled
-Fuel consumed
x
x
NP
NP
NP
NP
NP
NP
x >
NP
x
x
NP
1968 Reference;
factored to later
years
NP
NP
NP
NP
Starts; stops;
idling; steady-state
speed; vehicle miles/
link
Spatial Distribution
-Links
-Grinds
-Area
x
NP
NP
NP
NP
NP
NP = No provision
B-129
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Output Available
Pollutants
-CO
-HC
-NOX
-Particulates
Yes
No
No
No
Availability of Program Documentation
Included in report
Referenced in report
Language
Equipment
Validation/calibration:
Time resolution:
Spatial resolution;
Yes
No
NP
NP
None
1 hour
Intersection
B-130
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XXII SYSTEMS APPLICATIONS, INC.
(l) Contaminant Emissions in the Los Angeles Basin—Their Sources,
Rates, and Distribution. P. J. Roberts, P. M. Roth, and C. L.
Nelson, Appendix A., "Development of a Simulation Model for
Estimating Ground Level Concentrations of Photochemical Pol-
lutants," Systems Applications, Inc. Report No. 71 SAI-6,
Contract No. CPA 70-148, prepared for the Environmental
Protection Agency, March 1971.
(2) Extensions and Modifications of a Contaminant Emissions Model
and Inventory for Los Angeles. P. J. Roberts, M. Liu, S. D.
Reynolds, and P. M. Roth, Appendix A, "Further Development
and Validation of a Simulation Model for Estimating Ground
Level Concentrations of Photochemical Pollutants," Systems
Applications, Inc., Report No. R73-15, Contract No. 68-02-
0339, prepared for the Environmental Protection Agency,
January, 1973.
A. Author's Abstract
(1) Perhaps the most tedious and mundane aspect in the development
and validation of a simulation model of reaction and dispersion processes
in the atmosphere is the compilation of a complete contaminant emissions
inventory. Yet, such an inventory is a sine qua non in model validations
and, if done properly, the emissions estimates probably constitute the
most precise segment of requisite input data. Contrast, for example,
the relatively low magnitudes of errors in emissions estimates with the
imprecision of wind speed and direction estimates, both at the surface
and aloft, as well as with the uncertainties in estimates of the variation
in mixing depth with location and time. Furthermore, as emissions inventory
need be carried out but once to serve as an adequate representation of
a region, whereas meteorological data must be collected for each validation
day, and for the purposes of this modeling venture, represented through
hourly variation in wind field and mixing depth. It thus seemed wise
B-131
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to put a considerable effort into the establishment of an accurate
emissions inventory for the Los Angeles Basin.
Particular emphasis was placed on developing a detailed representation
of the spatial and temporal traffic distribution in the Basin, as vehic-
ular emissions account for approximately 97% of CO; 85% of reactive hydro-
carbon, and 62% of NOX emissions. Attention was also given to those
sources which, while responsible for only a small proportion of emissions
on an area-wide basis, contribute heavily to pollutant concentration
levels in their own locale—airports, power plants, and refineries.
In this Appendix, we present in detail the emissions inventories developed
for the major moving and fixed sources of pollution in the Los Angeles
Basin.
(2) During the last months of 1970, we prepared a pollutant emissions
inventory for the Los Angeles Basin for use in the modeling of the
transport, diffusion, and reaction of atmospheric contamination. Pollutant
sources were grouped into five categories—automobiles (and other motor
vehicles), aircraft, power plants, refineries and distributed fixed
sources. Emissions rates for a 2x2-mile grid system covering the Basin
were compiled for nitrogen oxides, carbon monoxide, and hydrocarbons.
Temporal variations in emissions rates were also determined. The complete
inventory is reported in "Contaminant Emissions in the Los Angeles Basin—
Their Sources, Rates, and Distribution," by P.J.W. Roberts, P. M. Roth,
and C. L. Nelson (1971).
Early in 1972, we had the opportunity to make a number of modifica-
tions and extensions for the emissions inventory. The changes which
affected all segments of the original inventory, were motivated by a
variety of factors, but most heavily by a desire to improve the accuracy
or the resolution of the inventory, or to correct errors. It is the
purpose of this report to document all modifications and extensions that
B-132
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were implemented. In general, this report is segmented similarly to its
predecessor, the exceptions being that (1) changes applicable to all
portions of the inventory are included in an introductory general section
and (2) the one modification to the refinery inventory as a matter of
convenience, is included in the section dealing with distributed fixed
sources. Finally, we wish to point out that only changes are reported
here; we have not attempted to present a final version of the inventory,
either in summary or in detail, in this document. One must read both
this report and the original to construct the complete inventory.
B. Summary
Tiie emissions model developed by SA1 considers both fixed and
moving sources of air pollution in the Los Angeles Basin. Fixed sources
are characterized as area sources, with the exception of point source
powci plant emissions, which are treated as volurue sources. Both auto-
motive and aircraft emissions are distributed over an array of grid
squares. Concentrations of carbon monixide, hydrocarbons and nitrogen
oxides are predicted, using hourly emissions estimates.
1. Treatment of Automotive Emissions
Automotive emissions are estimated for 2.0x2.0-mile grid squares
and are assumed to be attributable to exhaust, crankcase leakage (blow-by)
and evaporation. The Federal Driving Cycle (FDC) is adopted.
a. Exhaust Emissions
Surface Streets. Average emission rates for surface
streets are estimated by calculating
Q.a(t) = y(t)Q.C + [l-y(t)]Q.h
111
where y(t) equals the fraction of cars started at time t that are "cold-
started" (superscript c); the relation between cold-start and hot-start
B-133
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(superscript h) emissions is:
Q = Q
:L
h
zP + (l-z)T.
zP + (l-z)T
i i-l
where z = fraction of vehicle registration that are automobiles
h c
P. ,P. = hot-running and cold-start auto emission rates
T. = emission rates from trucks and buses
c h
Both Q. and Q. are based on the FDC, which is defined
to simulate a trip having an average speed of about 19.6 mph.
A variation exists in the emissions rate due to the non-
uniform distribution of cold vehicle starts during the day. To account
for this, a correction factor, |3.(t), is formulated.
An integral representing the average emissions rate for
each vehicle is derived, relating the emissions from a vehicle during
c
a time interval after a cold-start, e. , to those after a hot-start,
h c n
e . Functional forms for e an- e are establishes., giving a
Q
linoar Decrease in e. during die j-irst 7-1/2 minutes of operation and
1 h
a constant emissions rate thereafter, equal to e. . The integral is
approximated by an expression for the average emissions rate at the
midpoint of a 15-minute time interval that assumes that the trip
start time is uniform during the time interval. The correction
factor is defined as this approximation divided by the average
emissions rate.
This treatment considers the effect of vehicle start
variation only for the period 6 a.m. to 9:23 a.m. The "midday bump"
and evening rush hour variations are not considered because the model
was not validated for that time period. Also, it should be noted that
large quantities of data are needed to properly evaluate |3.(t). Pertinent
data include driving patterns in an area, trip length, average speed,
time between trips, emissions data as functions of time for both hot-
B-134
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and cold-starts, etc. Since large quantities of this data are not
generally available, the authors have made simplifying assumptions.
The correction factor is
E.S(t)
P.(t) = — -
Q.S(t)
s
where Q. (t) is the average emissions rate as defined previously, and
.
c
n-2
E St 30 e
r i c r/ \
he / \ h - n (l-y ) h
. + n-1 l-^.J^ + V,, «j + jl "/^ *
c
n-2 n
30
where n = a fifteen-minute time interval
E. [t )= average emissions rate of species i evaluated at the mid-
point of time interval n
c = total number of trips started in a time interval
n
y = ratio of cold-starts to total starts during a time interval
n
e (t) = emission from a vehicle during a time interval after a hot-start
e. = average emissions rate of species i from an automobile over
the time period between 7-1/2 and 22-1/2 minutes after a
cold start
'e'. = average emission rate of species i from an automobile over the
time period between zero and 7-1/2 minutes after a cold-start
h c
The e. and e. values are derived on the basis of the FDC,
and e and e follow from these. Values of c are based on an analysis
i i n
of data by Kearin et al. (1971)*, where the weekday was segmented into
D. H. Kearin, R. L. Lamoureux, B. C. Goodwin, "A Survey of Average Driving
Patterns in Six Urban Areas of the United States: Summary Report",
Report TM-(L)-4119 Vol. 7, System Development Corp., Santa Monica
(January 1971).
B-135
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eight time periods, each with an assigned constant value of y.
The total emissions from surface streets for a particular
grid square are
g
where d (t) = fraction of daily nonfreeway traffic count assignable to
an hourly period
s
M = nonfreeway vehicle mileage per day for the grid square
in question
c;
Values of d (t) ire hasecl on an average of 52 j nndf'ily bflccted L- Greets
^
(the sample being stratified according to the magnitude of daily traffic
flow), the counts on individual streets being weighted in proportion to
the magnitude of trafiic flow on the street. Traffic counts were takc-n
from state and city data.
Freeways . In calculating freeway emissions, all vehicles
are assumed to be hot-running. It has been found that average emissions
rates for freeways in Los Angeles correlate well with average route
speed alone, although many other factors influence these rates.
Freeway emissions rates for species i for a particular
grid square are given by
E.f(t) = —
— b
ot = a (v) i
i i
where v ,v = average speed in the fast and slow directions, respectively
f s
n ,n = number of vehicle m?.les driven per hour in the fast and slow
directions, respectively
B-136
-------
a. = hot-running emissions rate of species i
a ,b = empirically determined constants
i i
"Fast" and "slow" refer to an assignment of names to the two opposing
directions of flow on a freeway.
f
n =
f 1+x
n =
s 1+x
f f f
N = d M
a a
where d = fraction of daily freeway traffice counts assignable to an
hourly period
f
M = freeway vehicle mileage per day for a grid square
x = n /n
s f
The average vehicle flow as a function of time for both
directions on all freeways in the Los Angeles Basin is calculated from
15-minute count data for a 24-hour period at 31 locations. Values of x
are computed using these data. Average freeway speed as a function of
time for both freeway directions was obtained from state division of
highways data.
To determine the constants a and b , average emissions
i i
rates for hot-running conditions at a known average speed are necessary.
These rates were estimated in the same manner as those for surface
streets. Also required are the slopes of emissions rate/average speed
curve. Data for these are very scarce, and the best such data available
are somewhat out of date (less than 50% of the vehicles on the road in
B-137
-------
September, 1969, are represented by the test group). Correlations
based on the data give estimates of average emissions rates at high
speeds under hot-running conditions that appear to be rather low. The
authors decided to modify the values, basing their modifications on the
premise that automobile manufacturers design their systems with the
expectation that they will be tested at low average speeds. Thus, it
may be expected that average emissions rates at low speeds have decreased
more rapidly from year to year than rates at high average speeds. Since
there is no data on which to base estimates of revised slopes b., they
are estimated using two points, the hot-running emissions rates at 19.6
mph and the rates at 60 mph, the latter computed from
h |~ h h
Qi (60) + 1/3 Q. (19.6) - Q (60)
where Q. (19.6) are the FDC values, modified for hot-running conditions,
^ -^
and Q. (60) are computed from the data described above. The factor
one-third is purely a guess and could range from 0.1 to 0.5.
Total Exhaust Emissions. Total vehicle emissions for a
particular grid square are given by
E±(t) = E±f
-------
that these losses occur mainly during the hours 7 a.m. to 7 p.m. PDT,
and that they are distributed evenly over this period. Evaporative
emissions in each square are assumed to be proportional to the number of
nonfreeway vehicle miles in that square.
/ number of \ / \
/ \ /evaporative \
automobiles 1 I
/ evaporative \ \ / \ losses /
/ \ \ registered / \ /
I emissions for 1 - m
\ / i j /total nonfreeway \
\ square i,j / I I
\ vehicle mileage /
where m.. equals thousands of nonfreeway vehicle miles per day driven in
square ij.
2. Treatment of Aircraft Emissions
Hourly emissions from airport operations are classified as
arising from ground and airborne operations. For each class of aircraft
it is assumed that pollutants are emitted at a uniform rate during each
of five operating modes; the amount of contaminants injected into a cell
is thus proportional to the length of the flight path in that cell. Air-
craft emissions are treated as volume sources, well-mixed in their cells,
and are assumed to occur at a uniform rate over each 1-hour time period.
Emissions indices measured from one aircraft are assumed representative
of all aircraft of that class.
a. Ground Operations Emissions
Ground operations are assigned three modes of operation:
taxi, landing, and take-off. The taxi mode includes taxi between runway
and satellite upon landing, between satellite and end of runway and
awaiting clearance for take-off, and idle at satellite. The landing
mode includes emission from touchdown on the runway to turn-off from
the runway, with the take-off mode being the reverse.
B-139
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Ground operation emissions rates into ground cell ij.£ for
an hourly period are
-37 3
1O da. . ^-^ ^-^
Qijm,,e,m=l = K£-* nuMu ^ fgu Cgu
u-i
where i,j are indices for the x,y coordinates
m is an index for the z coordinates (= 1 for ground cells)
H is an index for the hourly period
k refers to the type of pollutant (CO, HC, NO, and N02>
g refers to ground operation mode (taxi, landing, and take-off)
u refers to aircraft class (long-range jet transport, medium-range
jet transport, business jet, turboprop transport, piston engine
transport, piston engine utility, and turbine engine helicopter
k
Q ijm£ = emissions rate
d = fraction of total daily flights in an hourly time period
Ju
A . = fraction of airport area belonging to a ground cell
K = 60 (min/hr)
n = number of flights per day of aircraft class u
M = average number of engines per aircraft class u
u
k
f = pounds of pollutant k emitted per 100 Ibs of fuel consumed by
gu
aircraft class u operating in mode g
C = pounds of fuel consumed per engine of aircraft class u operating
gu
in mode g
b. Flight Operations Emissions
The modes of operation for airborne operations are an
approach mode and a climb-out mode. It is assumed that arrival and
B-140
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departure rates within each time period are equal; that aircraft follow
straight-line flight paths while in approach and climb-out modes; and that
ascent and descent angles for all aircraft at a particular airport are
equal to those of the aircraft class having the highest fraction of total
operations at that facility. Other assumptions are that flight paths
originate and terminate at the most frequently used runway at each air-
port; that a fixed proportion of aircraft of a given class arrive and
depart from each airport; and that an unknown temporal distribution of
flight operations at an airport may be represented by the temporal
distribution from another airport having a similar mix of aircraft by
class.
Emissions rates for airborne flight operations are given by
-3 7
k 10 d P V"N k t
Q = H ijm X n M f C u
V"-\
>
/ j
j u u u up
u=l u
where t = time spent in descent from inversion height to touch-down by
aircraft of class u
t = time spent in descent from 3000 feet above ground elevation
u
to touchdown by aircraft of class u
k
f = pounds of pollutant k emitted by aircraft of class u per 1000
Ibs fuel consumed during descent
C = pounds of fuel consumed per engine of aircraft of class u
during descent from 3000 feet
P. = fraction of the length of the flight path assignable to
cell ijm
The above equation also describes the emissions rate during climb-out,
jj
with the appropriate changes in the definitions of t , f , t' and C .
u u u u
B-141
-------
3. Treatment of Fixed Source Emissions
a. Power Plants
Emissions from point source power plants are distributed
evenly as volume sources in the column of cells up to the inversion base,
under the assumption that the plume is well mixed in these cells. Since
diurnal variations in NO emissions were substantial, hourly emissions
X
averages for the two seasons in some plants and for one day in others
are used as source strengths and apportioned as described above.
b. Oil Refineries
Refinery emissions are treated as area sources and are
assumed to be well mixed in the cell into which they are injected. Total
daily emissions for nitrogen oxides and low and high reactivity organic
gases and the individual refinery crude capacities were available from
the Los Angeles County Pollution Control District. The total emissions
are distributed uniformly over 24 hours and in proportion to the crude
capacity of each refinery.
c. Distributed Sources
Additional sources are treated uniformly as area sources.
Since some of the emissions from these sources are spread over highly
populated areas, the modeling area was divided into regions of high and
low population density.
Petroleum Marketing, Domestic, Ship and Railroad Emissions-
Nitrogen Oxides. It is assumed that half of the total daily domestic
emissions and the total daily emissions attributable to petroleum
marketing operations occur between 6 a.m. and 6 p.m. PST. Half of the
daily ship and railroad emissions are assumed to occur at the Port of
Los Angeles. The emissions cited above are distributed uniformly over
the high-population grid square. All emission rates are assumed to be
uniform between 6 a.m. and 6 p.m. PST.
B-142
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Incineration—Nitrogen Oxides. The authors assume that
the total daily emissions occur between 6 a.m. and 6 p.m. PST, and that
emission rates are constant. In Los Angeles County, emissions assignable
to a grid square are proportioned to the number of permit units issued
for the 5-mile square area containing that grid square. Due to lack of
information on the spatial distribution of industrial plants in Orange
County, emissions are assumed to be released in the highly populated
squares.
Mineral Processing Plants and Metallurgical Plants—
Nitrogen Oxides. These emissions are apportioned for each county in the
same manner as incineration emissions.
Petroleum Production and Other Industries—Nitrogen Oxides.
Petroleum production emissions are also apportioned in the same manner as
incineration emissions, but are distributed uniformly over 24 hours. Other
industries contribute emissions which are distributed uniformly between
6 a.m. and 6 p.m. PST, mainly over the south central portion of Los
Angeles County, with smaller amounts in other areas.
All Fixed Sources—Organic Gases. Organic emissions from
petroleum marketing, dry cleaning, degreasing, and other organic solvent
users are assumed to be uniformly distributed over the highly populated
squares between the hours of 6 a.m. and 6 p.m. PST. Surface painting
and coating operations emissions are distributed uniformly between 6 a.m.
and 6 p.m. PST in proportion to the number of paint bake oven permits in
each square. Petroleum production organic emissions are spread uniformly
over 24 hours and in proportion to the number of petroleum processing
equipment permit units in each square. Incineration, mineral processing
plant, power plant and other industrial organic emissions are not
considered significant enough to be included.
B-143
-------
All Fixed Sources—Carbon Monoxide. The total fixed
source carbon monoxide emissions in the modeling area are considered
negligible.
C. Model Availability
Although the emission inventory methodology has been thoroughly
discussed and the appropriate equations listed, no operational computer
code is included in the report.
B-144
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XXIII SYSTEM DEVELOPMENT CORPORATION
Development of a Simulation Model for Estimating Ground Level
Concentrations of Photochemical Pollutants. M. Weisburd,
L. G. Wayne, R. Danchick and A. Kokin, Final Report. System
Development Corporation, prepared for Environmental Protection
Agency, Contract No. CPA 70-151, January, 1971.
A. Author's Abstract
Modeling photochemical air pollution for simulation on the computer
must, at the present time, be based on the limited operational and experi-
mental data available. Computer simulation dictates that the gaps and
uncertainties which occur in our present understanding of photochemical
pollution be dealt with in order to simulate the photochemical system as
a functional whole. All modeling, therefore, must involve the making of
assumptions and the application of theoretical considerations. Modeling
strategies largely differ in the type and amount of theory applied.
The approach taken by the System Development Corporation (SDC) stays
relatively close to the state-of-the-art in that (1) while the conveniences
of theoretical mechanisms are necessary in some instances, the modeling is
largely based on the operational and experimental data available, (2) the
first iteration of the concept of the model is based on present understand-
ing, and (3) the basic model is flexibly constructed so that it can be
modified, expanded, and refined as new information becomes available.
SDC, accordingly, has taken an approach which emphasizes those
mechanisms and functions which through experience and observation, in
themselves, arid in combination, appear to have the greatest potential for
predictive accuracy. These include, in their order of assumed importance:
(1) chemical mechanisms; (2) the trajectory (and history) of moving air
parcels; and (3) the effect of vertical stability (mixing depth).
B-145
-------
The basic assumption taken is that the chemical mechanism largely
governs, both quantitatively and qualitatively, the ground level concen-
trations of primary and secondary contaminants at particular times and lo-
cations. This accuracy is dependent upon, and is maximized by the ability
to follow in a detailed manner the cumulative build-up of pollution in
samples of air as they move across the metropolitan area. The 33-step,
25-species mechanism, and the calculation of trajectories based on a dense
network of meteorological stations, contained in the current version of
the model, reflect the degree of confidence placed in this approach. The
calculation of mixing depth is of similar importance as it affects the
concentrations of primary pollutants.
B. Summary
The SDC model is an early version of the REM transformation model,
the emissions treatment of which has been previously discussed. It should
be noted that an earlier version of the model contained a subroutine to
include pollutants from large point sources. However, initial runs of the
model with this routine indicated no significant difference in air quality
from that obtained using area source emissions alone, although an insuf-
ficient number of trajectories were run to conclusively establish the impact
of the rout ine.
1. Sensitivity to Changes in Emission Factors
One sensitivity run consisted of doubling the emission factors
for all contaminants. The results were an approximate 20% increase in
ozone, no appreciable effect on NO , nearly an 11% increase in CO, and
^
a 25% reduction in nitric oxide concentrations. The effect of doubling
emission factors must be taken as the doubling of emissions in the imme-
diate vicinity of the trajectory only, as changes in emission factors do
not affect the value of background concentrations.
B-146
-------
Reduction of the emission factors by one-half decreased ozone
concentration at the trajectory terminus by only 1 pphm, CO by approximately
5%, and both oxides of nitrogen by less than half the control values.
The emission factor for nitric oxide alone was increased by 25%,
with a negligible effect on concentration.
2. Sensitivity to Changes in Background Contamination
The effect of reducing background contamination was explored in
a series of runs using different trajectories. Results confirm that the
relative effect differs "substantially" from one location to another.
3. Sensitivity to Changes in the Diurnal Traffic Curve
The diurnal traffic density curve used in the model assumes a
peak at 8 a.m. PDT and a constant lower value between 1 p.m. and 6 p.m.
PDT. Two runs were made with different trajectories, where the assumed
traffic density curve was altered. For one run the curve was shifted so
that the morning peak occurred at 7 a.m. PDT, resulting in minimal changes
in concentrations from those of the control run. The other case tested
utilized a trajectory leading to downtown Los Angeles that was much more
directly affected by the morning traffic peak. The curve was shifted by
2 hours, resulting in a 50% reduction in ozone, a one-third reduction in
CO, little change in NO , and approximately a 100% increase in NO. The
&
effect of change in the curve is highly dependent on trajectory location
and time of day.
B-147
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XXIV TRAVELERS RESEARCH CORPORATION
Sensitivities of Air Quality Prediction to Input Errors and
Uncertainties. G. R. Hilst, Proc. of Symp. on Multiple-Source
Urban Diffusion Models, Chapel Hill, N.C., APCO Pub. No. AP-86,
1970.
A. Author's Abstract
With the advent of computer-oriented simulation models of the physical
and chemical system that produces varying levels of air quality, it is both
possible and desirable to assess the model's sensitivities to errors and
uncertainties in the input variables. From such analyses, it is possible
to derive more explicitly the levels of accuracy that must be observed in
the specification of the inputs for source strengths and distributions,
wind velocity, horizontal and vertical diffusion rates, and pollutant
chemical reactions or physical decay and loss rates, if the air quality
predictions derived from these inputs are to remain within useful limits of
accuracy and uncertainty.
For the present report, a single case study is utilized to test the
sensitivity of the Travelers Research Corporation Regional Model to random
and systematic errors in the source-strength input and to systematic errors
in the remaining input variables. It has been found that random errors in
the source strengths do not produce comparable errors in the air quality
prediction. Beyond this, and in order of decreasing sensitivity, the
TRC model has been found to be highly sensitive to systematic regional wind-
direction errors and moderately sensitive to systematic errors in source-
strength estimates, decay or loss rates, and vertical diffusion rates.
The model is insensitive to errors in lateral diffusion rates, at least
for the multiple-source distribution encountered in Connecticut. These
Sensitivities are quantified for the case studied.
B-149
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The case used for the sensitivity analyses also provided an oppor-
tunity to determine the effect of changes in the input variables on the
verification of the model, since observations of SO were available from
£t
the verification program. Significant improvements in the TRC model
verification, over that obtained from the original, independently chosen,
input variables, were found when either the source strengths or the decay
or loss rates were adjusted appropriately. This result suggests the need
for much better understanding of the decay and loss of airborne SO .
£
B. Summary
Using the Travelers Research Center Gaussian plume model, an assess-
ment was made of the model's sensitivity to errors in various input param-
eters, including misestimates of source strength and positional errors.
1. Source Strength Error
The model was found to be relatively insensitive to large random
errors in the specification of source strength. Evidently, among multiple
sources random errors tend effectively to cancel each other. Assuming a
Gaussian distribution of fractional error in concentration
X - X
T E
XT
where X = true value of concentration
T
X = erroneous value of concentration
E
the range of the fractional error increases by only a factor of 2, while
the RMS value of the error in source strength, Q, increases by a factor
of 8.
B-150
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While no systematic error in concentration is introduced by
random errors in Q, the standard deviation of concetration error is
broadened as random errors in Q increase.
The model was much more sensitive to systematic errors in Q.
Since it is prescribed that the concentration, X, is directly proportional
to Q, there must be a one-to-one correspondence between systematic errors
in Q and errors in X. Thus,
=[(QT-QE)/QT1
The standard deviation for systematic error is zero.
3. Positional Error
Mislocation of sources, receptors, etc., automatically invokes
errors in all of the input parameters. Therefore, a systematic error in
the direction of the general wind field was utilized for the assessment of
sensitivity to the compounded errors of position. Noting that the refer-
ence values for all input parameters were arbitrarily chosen, results show
that mean error is less than or equal to 50% and individual error is
greater than 200%. The mean fractional concentration errors are not
extreme, but the spread of these errors is.
B-151
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XXV TRW
Prediction of The Effects of Transportation Controls on Air Quality
in Major Metropolitan Areas. Prepared by TRW, Inc., McLean, Virginia,
APTD-1363, EPA, Office of Air Quality Planning and Standards, Research
Triangle Park, North Carolina, 27711.
A. Author's Abstract
Transportation data in the form of vehicle miles traveled (VMT) by
geographic areas have been used as the basis for calculating emission
rates and air quality. The methodology involved:
Step 1. Assignment of VMT and speed to elements of a grid network.
This required superimposing a rectangular grid network consisting
of one mile squares or one kilometer squares over a base map of
the metropolitan area and summation of VMT from each of the indi-
vidual roadways which may fall within one of the small grids to
obtain the total VMT for each element or small grid in the grid
network. The speed for each grid of the grid network is obtained
by averaging the speeds from each element or roadway within the grid
for each element of roadway as a proportioning factor. In this
manner the many vehicular sources moving within an individual grid
can be represented by a single^stationary source, which produces the
same amount of emissions, equal to the size of the individual grid.
This equivalent source is called an area source because the emis-
sions from the grid or area source are now considered as evenly
distributed or evenly produced over the entire area of the individual
grid.
Step 2. Use of vehicle emission factors to calculate emissions on
a per-grid basis.
B-153
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Step 3. Conversion of emission rates to pollutant concentration
on a per-grid basis by the method of Gifford and Hanna.
Step 4. Application of transportation control strategies to the
data base to obtain predicted concentration patterns for each con-
trol strategy for the year 1977.
The resulting concentrations are presented graphically as isopleths
over a map of the metropolitan area. Pollutants considered were carbon
monoxide, hydrocarbons, and oxides of nitrogen, with carbon monoxide being
of primary interest.
B. Summary
Transportation data in the form of vehicle miles traveled (VMT) by
geographic areas have been used as the basis for calculating emission rates
and air quality. The methodology involved:
Step 1. Assignment of VMT and speed to elements of a grid network.
This required superimposing a rectangular grid network consisting of
one mile squares or one kilometer squares over a base map of the
metropolitan area and summation of VMT from each of the individual
roadways which may fall within one of the small grids to obtain the
total VMT for each element or small grid in the grid network. The
speed for each grid of the grid network is obtained by averaging
the speeds from each element or roadway within the grid for each
time period required, using the VMT along each element of roadway
S. R. Hanna and F. A. Gifford, Jr., "Urban Air Pollution Modelling,'
Presented at 1970 International Air Pollution Conference of the
International Union of Air Pollution Prevention Associations, ATDL
Contribution No. 37.
B-154
-------
as a proportioning factor. In this manner the many vehicular
sources moving within an individual grid can be represented by a
single stationary source, which produces the same amount of emis-
sions equal to the size of the individual grid. This equivalent
source is called an area source because the emissions from the grid
or area source are now considered as evenly distributed or evenly
produced over the entire area of the individual grid.
Step 2. Use of vehicle emission factors to calculate emissions on
a per-grid basis.
1. Specific Approach
From urban transportation demand models (the traffic assignment
portions), VMT and speed data were obtained. Wherever possible, VMT and
speed data were obtained by zone. If no zonal information was available,
zonal estimates were made. However, the emission levels are actually
used as average zonal values and are rough approximations rather than
point measures. In addition, the factors used to convert VMT and speed
data into emission levels themselves introduced errors which are of at
least equal magnitude to those introduced by allocation of link VMT into
zones. Most of the VMT and speed information supplied was for a 24-hour
average weekday (in some cases peak-hour data were available) and, there-
fore, had to be adjusted to estimate the eight-hour and one-hour maximum
requirements of the project. These estimates were made utilizing daily
hourly traffic counts made available by the traffic departments and trans-
portation planning agencies in each of the cities.
Most of the traffic assignment data provided had base years in
1968 and 1969. These same models generally provided projected values for
VMT (and very often speeds) for the year 1980 and beyond. Interpolations,
therefore, had to be made for the year 1977. In making these interpolations
B-155
-------
employment, residential, and population data were used whenever available.
When these data or growth models were not available, interpolations were
generally based on straight line assumptions.
In a number of cities speed information had to be estimated for
each of the zones. When this was done, the speeds were based upon link-
node data using weighted averages weighting the respective speeds using
link volumes as weights. The program input and output are oriented to a
rectangular grid network which overlays the city of interest. The results
are presented in tabular form as the average concentrations for each
element of the grid network. Punched card output was used to produce
concentration isopleths or concentration density maps which were overlaid
on a map of the metropolitan area to give a visual representation of the
spatial distribution of the pollutant of interest.
2. Program Input
Three groups of input data are required: traffic data, meteoro-
logical data, and emission factors for each pollutant.
Traffic Flow Data. The resulting grid network of VMT and speed
from above provide the basic traffic flow data required for emission
calculations.
To correspond with the time periods specified by the National
Ambient Air Quality Standards, peak 1-hour and peak 8-hour VMT are required,
For comparison with the ambient air quality standards for hydrocarbons and
nitrogen dioxide, a Larsen transformation was used to convert estimates
to 3-hour and annual averages, respectively. When these data were not
available, they were estimated as percentages of the 24-hour VMT by using
traffic count information at various stations within the area. The pro-
gram applied this percentage whenever necessary to obtain the appropriate
data format. Particular streets may vary significantly from the mean
B-156
-------
values obtained by this procedure; however, the allocation of VMT to
grids as described above tends to minimize the effect of individual streets
on the predicted concentrations values for the individual grid.
Traffic speed data on a per-grid basis are required as an adjust-
ment to the average vehicle emission factors. Carbon monoxide and hydro-
carbon emissions decrease with increasing average vehicle speed; therefore,
the emission factors must be adjusted to be more realistic. EPA has pub-
lished emission factors curves as a function of average vehicle speed for
carbon monoxide and hydrocarbons. These curves are incorporated in the
program.
The modal split of VMT must be considered, i.e., what is the
proportion of cars, buses, and trucks comprising the total VMT. Data on
the modal split are not typically available on a detailed basis; therefore,
this factor is most readily accounted for in the formulation of area
emission factors as discussed below.
Emission Factors. EPA has developed a computer program to pro-
duce emission factors for the entire vehicle population for a given
metropolitan area for any calendar year from 1960 to 1990 for which
vehicle age-type distribution data are available. Emission factors are
subject to revision as required by changes in vehicles, control devices,
"representative" driving cycles, and measurement techniques.
3. Outputs
1. Annual emissions (tons/year) for each grid and total
emissions for a grid network.
2
2. Emission rates (mg/m /sec) for each grid.
3. Total 8-hour and 1-hour emissions for each grid.
B-157
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4. Resolutions
Generally, the data available for each city did not permit
classification into fine-grained geographic areas (e.g., the eight rings
used for Washington, D.C.). Since the impact of flow controls was based
on general experience and Judgment, for the purposes of project analysis,
the respective cities (except Washington, B.C.) were divided into three
broad geographic areas: (1) the CBD or core, (2) an area surrounding the
core but still within the political boundaries of the city, and (3) the
remaining area outside the boundaries of the city. This three-way division
allowed relatively easy division of zones while still permitting our
analysis to be somewhat more fine grained than would otherwise be possible.
B-158
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EMISSION MODELS CHECKLIST
Input Data Requirements
Within User
Program Supplies
From
AP-42
Vehicle Emission Factors
-By model year
-By size class
-By power plant
-Deterioration factor
Vehicle Operating Modes
-Hot/cold start
-Route average
-Link average
-Mode-by-mode
Traffic Features
-Vehicle mix
-Engine operating time
-Vehicle miles traveled
-Fuel consumed
x
x
X
X
X
X
X
X
NP
X
NP
NP
NP
NP
x
NP
Proxies/Comments
Uses vehicle mix
for year of
interest in
study
Speed and distance
NP
NP
NP
NP
Spatial Distribution
-Links
-Grinds
-Area
NP
x
X
NP
NP
NP
NP = No provision
B-159
-------
Output Available
Pollutants
-CO Yes
-HC Yes
-N°x Yes
-Particulates No
Availability of Program Documentation
Yes No
Included in report x
*
Referenced in report x
Language NP
Equipment NP
Validation/calibration; Compared with Washington, D.C., camp data; CO
CO data show best agreement
Time resolution; 1 hour; 8 hour
Spatial resolution; 1 mile or 1 kilometer square
*
Uses EPA computer program for emission factors for entire vehicle
population for a given metropolitan area for years 1960 to 1990.
B-160
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XXVI UNIVERSITY OF ALASKA
Ice Fog: Low Temperature Air Pollution. Prepared by Carl S.
Benson, Geophysical Institute, University of Alaska, UAG R-
173, November, 1965.
A. Author's Abstract
Stable pressure systems over interior Alaska sometimes produce
prolonged extreme (below -40°C) cold spells at the surface. The rate
of radiative cooling of the air is enhanced by suspended ice crystals,
which are themselves a result of the initial cooling.
Radiation fogs formed during the onset of cold spells are generally
of short duration because the air soon becomes desiccated. These fogs
consist of supercooled water droplets until the air temperature goes
below the "spontaneous freezing point" for water droplets (about -40°C);
the fog then becomes an ice crystal fog, or simply "ice fog." During the
cooling cycle, water is gradually condensed out of the air until the
droplets freeze. At this point there is a sharp, discontinuous decrease
in the saturation vapor pressure of the air because it must be reckoned
over ice rather than over water. The polluted air over Fairbanks allows
droplets to begin freezing at the relatively high temperature of -35°C.
Between -35 and -40° C the amount of water vapor condensed by freezing of
supercooled water droplets is three to five times greater than the amount
condensed by 1°C of cooling at these temperatures. This results in rapid
and widespread formation of ice fog, which persists in the Fairbanks area
as long as the cold spell lasts. The persistence of Fairbanks ice fog
depends on a continual source of mois'
from human activities within the fog.
depends on a continual source of moisture (4.1 x 10 Kg H^O per day)
B-161
-------
Ice fog crystals are an order of magnitude smaller than diamond
dust, or cirrus cloud crystals, which in turn are an order of magnitude
smaller than common snow crystals (0.01, 0.1 and 1 to 5 mm respectively).
The differences in size are shown to result from differences in cooling
rates over five orders of magnitude. Most of the ice fog crystals have
settling rates which are slower than the upward velocity of air over the
city center. The upward air movement is caused by convection cells driven
by the 6°C heat island over Fairbanks. This causes a reduced precipitation
rate, which permits the density of ice fog in the city center to be three
times greater than that in the outlying areas.
The inversions that occur over Fairbanks during cold spells begin
at ground level and are among the strongest and most persistent in the
world. They are three times stronger than those in the inversion layer
over Los Angeles. Thus, the low-lying air over Fairbanks stagnates and
becomes effectively decoupled from the atmosphere above, permitting high
concentrations of all pollutants. The combustion of fuel oil, gasoline,
and coal provides daily inputs of 4.1 x 106 kg C02; 8.6 x 103 kg S02;
and 60, 46 and 20 kg of Pb, Br and Cl respectively, into a lens-like
layer of air resting on the surface with a total volume less than
3 x 10 m . The air pollution over Fairbanks during cold spells couldn't
be worse, because the mechanisms for cleaning the air are virtually
eliminated while all activities that pollute the air are increased.
B. Summary
Aqueous emissions are an important pollutant in Fairbanks, Alaska,
in cold weather, when the capability of the air to hold water in solution
is reduced. The Geophysical Institute, University of Alaska, estimates
aqueous and C02 emissions from combustion, power plant cooling ponds,
and miscellaneous sources, such as sewage treatment plants, mine tunnels,
people and animals breathing.
B-162
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1. Combustion Emissions
Complete combustion of the representative molecular species is
assumed, with average molecular weight ratios of 1.38 (H O/fuel) and
3.10 (C02/fuel) for gasoline and 1.33 (H20/fuel) and 3.13 (CO2/fuel) for
fuel oil. For coal, the calculation of these ratios is more complex
because the water contained in coal is exhausted directly to the atmosphere
during combustion. It is assumed that 20 percent by weight of the coal
is water. Total molecular weight ratios for coal are 0.68 (HgO/fuel)
and 2.37 (C02/fuel).
The above ratios are applied to the quantities of each fuel
type burned to give monthly and daily emissions of H O and CO .
^i Zj
2. Power Plant Cooling Emissions
Given the water flow rate to and from the cooling pond and the
net temperature change of water, the required heat loss may be calculated.
This heat loss is accomplished by three processes: (1) evaporation to
the atmosphere; (2) radiation to the sky; and (3) conduction through the
bottom of the pond.
Assuming an extreme winter vertical temperature gradient in
the pond, no convection in the water, and the condition of all heat con-
ducted downward being conducted away through the soil below, the calculated
vertical heat flux from conduction for a large plant at Fort Wainwright,
Alaska, is less than 0.1 percent of the total required flux. Therefore,
conduction can be neglected.
Radiative cooling is maximized using
Q = 0.105 + 0.0018 T
B-163
-------
and multiplying Q by the area of the pond. A temperature T over the open
water surface must be assumed. The value of maximum radiative heat flux
at the plant cited above is slightly over 5 percent of the total flux
and is negligible when ice fog forms over the pond. Therefore, during
ice fog conditions, the evaporative heat loss approaches the value of
the total heat loss.
To estimate the amount of water introduced into the atmosphere
from power plant cooling waters, each plant must be analyzed separately
in a manner similar to that described for the Fort Wainwright plant.
3. Miscellaneous Emissions
Aqueous emissions from miscellaneous sources such as sewage
treatment plants are treated individually by calculating heat loss from
the warm water discharge flow rate, the amount of open water area, the
amount of heat dissipated by mixing with river water, and so forth. For
tunnels, the moisture flow rate through the fans (and therefore the
emission rate from tunnels) are estimated using the air flow rate past
the fans and the relative humidity and temperature of the air. Another
important source of aqueous emissions in very cold climates is the breathing
of people and animals. Saturated air is exhaled at 35°C. This exhalation
process together with respiration rates and the populations of each sex
and species gives the amount of water vapor released to the environment.
It has been shown that the loss of water vapor through perspiration exceeds
the loss from respiration; therefore, the moisture output from breathing
can be doubled to give a combined perspiration and respiration loss.
Other miscellaneous sources include moist air discharge from
laundries and air leaks from buildings and houses.
B-164
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XXVII UNIVERSITY OF CALIFORNIA AT DAVIS
The Impact of Highways on Air Quality. L. O. Myrup, unpublished
report, August, 1972.
A. Author's Abstract
None given.
B. Summary
Carbon monoxide emissions for Sacramento, California, input to the
pollution transport and diffusion model developed at the University of
2
California at Davis are distributed into 1.7 mi areas. Total emissions
for each area are formulated by first measuring the total miles of resi-
dential streets, arteries, and highways in each area. The average traffic
volumes for each of the three types of streets are obtained, and car-mile
factors computed. Vehicle emission factors at appropriate vehicle speeds
are then applied, yielding the total amount of pollutant for each kind of
street, and after summation, the total emissions for the grid square in
question.
C. Model Availability
No computer program for the emission inventory methodology presented
is available.
B-165
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XXVIII U.S. WEATHER BUREAU
A Simple Diffusion Model for Calculating Point Concentrations from
Multiple Sources. J. F. Clarke, Journal of the Air Pollution
Control Association, September, 1964.
A. Author's Abstract
None given.
B. Summary
The application of a method designed by Hagan, et al. (1964) resulted
in the source inventory for the city of Cincinnati used in Clarke's calcu-
lations. Two source categories for sulfur dioxide and nitrogen oxides
are presumed: (1) combustion sources, which include space and process
heating, power generation, transportation, and waste incineration sources;
and (2) industrial process losses, which include only the losses from
processes, not from combustion. Emissions are allocated on the basis of
unit-area emission rates for each of 19 areas suggested by population
density maps and modified subjectively to more clearly define commercial
and industrial areas.
Among the assumptions made in apportioning emissions are that the
amount of fuel used for space heating is directly proportional to the
degree day value, and that this fuel is used only during days registering
a degree day value. It is assumed that industrial and commercial sources
that use fuel for power and waste incineration and process heat operate
at a uniform daily rate. Fuel used for transportation is taken as con-
stant for days without a degree day value and inversely proportional
J. E. Hagan, III and G. A. Jutze, "A Rapid Technique for an Air Pollution
Emissions Survey," Public Health Service Manuscript (1964).
B-167
-------
to that value when one is registered. This assumption is based on seasonal
variations of gasoline sales.
The industrial process losses used are engineering estimates derived
from knowledge of the characteristics of the individual processes, as
sufficient quantitative data was not available.
One power plant was thought significant enough to be included as a
point source. The plant does not operate at a uniform daily rate, and
fuel usage is not a simple function of season or time of day, since the
output of the plant is used to both heat and cool, according to season.
Since operational data from the plant were not readily available and the
precision of the general inventory did not seem to warrant the effort
required to calculate otherwise, emissions from this plant were taken as
invariant in time.
C. Model Availability
A computer code for the emissions treatment used for Cincinnati is
not referenced in the paper.
B-168
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TECHNICAL REPORT DATA
(Please read Instructions on the reverse before completing)
1. REPORT NO.
EPA-450/3-74-030
2.
3. RECIPIENT'S ACCESSION-NO.
4. TITLE AND SUBTITLE
5. REPORT DATE
A Regional Air Pollution Study Preliminary Emission
Inventory
January 1974
6. PERFORMING ORGANIZATION CODE
7. AUTHOR(S)
Fred E. Littman
Svlvan Rubin
8. PERFORMING ORGANIZATION REPORT NO,
Konrad T. Semrau
Halter F. Dabberdt
9. PERFORMING ORGANIZATION NAME AND ADDRESS
Stanford Research Institute
Menlo Park, California 94025
10. PROGRAM ELEMENT NO.
11. CONTRACT/GRANT NO.
68-02-1026
12. SPONSORING AGENCY NAME AND ADDRESS
Environmental Protection Agency
Research Triangle Park, North Carolina
13. TYPE OF REPORT AND PERIOD COVERED
Final Report
27711
14. SPONSORING AGENCY CODE
15. SUPPLEMENTARY NOTES
16. ABSTRACT
This report presents an operational plan for providing emissions data for the
Saint Louis Regional Air Pollution Study (RAPS). It also describes existing
emission inventories for the Saint Louis area and reviews in detail emission models
that have in the past been used to provide emissions data.
KEY WORDS AND DOCUMENT ANALYSIS
DESCRIPTORS
Regional Air Pollution Study (RAPS)
Inventory
Emissions UTM Coordinates
Pollutants Fortran
Emission Modeling
Area Sources
Point Sources
b.IDENTIFIERS/OPEN ENDED TERMS
c. COSATI Field/Group
8. DISTRIBUTION STATEMENT
Release Unlimited
19. SECURITY CLASS (ThisReport)
Unclassified
21. NO. OF PAGES
187
20. SECURITY CLASS (This page)
Unclassifipd
22. PRICE
EPA Form 2220-1 (9-73)
B-169
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INSTRUCTIONS
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17. KEY WORDS AND DOCUMENT ANALYSIS
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concept of the research and are sufficiently specific and precise to be used as index entries for cataloging.
(b) IDENTIFIERS AND OPEN-ENDED TERMS - Use identifiers for project names, code names, equipment designators, etc. Use open-
ended terms written in descriptor form for those subjects for which no descriptor exists.
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jority of documents are multidisciplinary in nature, the Primary Field/Group assignment(s) will be specific discipline, area of human
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EPA Form 2220-1 (9-73) (Reverse)
-------
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