may 2003 perth, western australiadepartment of …...the case-crossover study design is an...
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Department ofEnvironment
Research on Healthand Air Pollution in PerthMorbidity and Mortality:A Case-Crossover Analysis1992-1997
Technical Series 114
Department of EnvironmentPerth, Western AustraliaMay 2003
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Research on Healthand Air Pollution
in Perth
Morbidity and Mortality:A Case-Crossover Analysis
1992-1997
Technical Series 114
May 2003
Department ofEnvironment
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ISBN 1 920687-43-2
ISSN 1328-7230
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Morbidity and Mortality: A Case-Crossover Analysis
1992-1997
May 2003
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Program Team
Dr Jim Codde Department of Health (WA)
Dr Nick de Klerk University of Western Australia
Dr Andrea Hinwood Department of Environmental Protection
Prof Lou Landau University of Western Australia
Prof Tom Lyons Murdoch University
A/Prof Frank Murray Murdoch University
Dr Bill Musk University of Western Australia
Ms Pierina Otness Department of Health (WA)
Dr Peter Rye Department of Environmental Protection
Prof Jeff Spickett Curtin University of Technology
Mr Mark Feldwick Department of Health (WA)
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Acknowledgements
The Program Team would like to thank the Department of Health (WA) for provision of
hospitalisation data and Dr Nick de Klerk for his analysis of the data.
The Program Team would also like to thank Arthur Grieco, Tina Runnion and James Forrest for their
assistance in the collation of air quality data, results tables and literature on this topic as well as Mr
Geoff Morgan for his advice on this project. The Program Team would also like to thank Professor
Rod Simpson and Dr. Mark Goldberg for their peer review of the time series analysis results, and
Professor Damien Jolley for the review of the case-crossover analysis.
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Glossary ABS Australian Bureau of Statistics
AMA Australian Medical Association
APHEA Air Pollution and Health European Approach
AQCC Air Quality Co-ordinating Committee
AQMP Air Quality Management Plan
Bsp a coefficient with units of m-1 indicating the back scatter of light at a reference wavelength due to the presence of particles in the air. Local visual distance (in metres) can be determined from Bsp
CI confidence interval
COPD chronic obstructive pulmonary disease
CO carbon monoxide
CVD cardiovascular disease
DEP Department of Environmental Protection
Fev1 forced expiratory volume in 1 second
FVC forced vital capacity
HiVol high volume air sampler
ICD9 International Classification of Diseases version 9
NEPM National Environment Protection Measure
NO2 nitrogen dioxide
O3 ozone
PM2.5 particles each having an equivalent aerodynamic diameter of less then 2.5 microns
PM10 particles each having an aerodynamic diameter of less than 10 microns
ppm parts per million by volume
ppb parts per billion by volume
ROC reactive organic compound
RR relative risk
SO2 sulfur dioxide
TEOM tapered element oscillating microbalance
µg/m3 micrograms per cubic metre, expressed at 0oC Celsius and 1.0 atmosphere pressure (101.325 kilopascals).
WHO World Health Organisation
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Executive Summary
Studies around the world have reported significant relationships between air pollution levels and
health effects including hospitalisation, exacerbation of existing diseases and premature mortality.
Groups most susceptible to high levels of pollutants include children, the elderly and those with pre-
existing illness. There have been few studies on the effects of air pollution on health in Australia,
although recent studies in Sydney, Brisbane and Melbourne all report significant relationships between
selected air pollutants and hospitalisation, supporting the findings reported in the international
literature.
In 1998, a Western Australian Parliamentary Select Committee on Perth’s Air Quality outlined its
concerns about the potential health impacts of photochemical smog and particle haze in the Perth
metropolitan region. Both photochemical smog (measured as ozone) and particle haze (measured as
PM10) concentrations exceed national and international standards at various times through the year,
ozone in summer and particulate haze in winter. Concentrations of sulfur dioxide (SO2), nitrogen
dioxide (NO2) and carbon monoxide (CO) in Perth are all below national and international standards.
As part of the Government’s response to the Parliamentary Select Committee report, an Air Quality
Management Plan (AQMP) has been developed which, among many other issues, addresses the health
impacts of air quality in Perth. Health research is an integral part of the plan to assist in decision
making about priority areas for intervention and implementation of control and management strategies.
As a first stage in the health effects research section of the Air Quality Management Plan for Perth, the
relationship between changes in daily air quality and hospitalisation and mortality was investigated,
initially using a preliminary time series analysis protocol as recommended by the Air Pollution and
Health European Approach (APHEA) and then followed up with a case-crossover study design and
analysis. The case-crossover study design is an alternative to the traditional time series analysis and
considers the effects of transient risk factors such as changes in air pollution concentrations on acute
events such as mortality and hospitalisation.
The mortality investigation considered daily death rates between 1992 and 1997. Counts of daily
deaths were obtained from the Registrar General of WA from January 1992 to December 1997. Data
were collected for all causes of death, excluding accidental deaths, and categorised as deaths from
respiratory, cardiovascular and other causes for two age groups (all ages and ages 65 and over).
The hospitalisation investigation considered daily hospitalisation rates between 1992 and 1997.
Hospitalisation records were collected for respiratory disease, chronic obstructive pulmonary disease
(COPD), asthma, and cardiovascular disease (CVD). Data were also collected for gastrointestinal
disease as a control disease. Daily air quality data for ozone, nitrogen dioxide, carbon monoxide, and
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particulate matter measured as visibility (using a light scattering factor – Bsp) were obtained from air
monitoring stations which were operational for the study period and encompassed most of the criteria
pollutants under consideration. PM2.5 data were obtained by modelling air quality data for the study
period.
The data were analysed using case-crossover conditional logistic regression which involves comparing
all the varying exposure matrices for the day in question with daily exposures one week before and
one week after.
The case-crossover analysis found associations between changes in daily ozone concentration and
cardiovascular mortality. An association between daily carbon monoxide concentrations and ‘other’
mortality was also observed. The results of the preliminary time series regression analysis showed
associations between nitrogen dioxide and all-cause mortality, respiratory mortality and ‘other ‘ (non-
specified disease group) mortality. No other significant associations were observed.
Significant associations were observed for daily changes in particle and ozone concentrations and
hospitalisations for asthma, chronic obstructive pulmonary disease (COPD), pneumonia and
respiratory disease for all ages using the case-crossover analysis. Specific age groups were
investigated and significant results were observed for people aged over 65 years of age for CVD,
COPD, pneumonia and respiratory diseases. Significant associations were also observed for changes
in daily particle and ozone concentrations and asthma hospitalisations for children aged under 15
years, with an estimated 0.3% increase in hospitalisations with every 1 µg/m3 of modelled PM2.5
concentrations. These results were supported by those obtained by the preliminary time series
analysis, appended to this report.
These results support those reported in Sydney, Melbourne and Brisbane as well as the numerous
international studies. The results for Perth indicate that air quality is impacting on the health of
Western Australians and provide a useful basis for setting priorities for implementing the Perth Air
Quality Management Plan and evaluating the success of the associated implementation strategies.
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Contents
PROGRAM TEAM ..............................................................................................................................................2
ACKNOWLEDGEMENTS..................................................................................................................................3
GLOSSARY ..........................................................................................................................................................4
EXECUTIVE SUMMARY ..................................................................................................................................5
CONTENTS ..........................................................................................................................................................7
1. INTRODUCTION......................................................................................................................................11
1.1 BACKGROUND ON COMMON AIR POLLUTANTS IN PERTH ..........................................................................13 1.2 HEALTH EFFECTS OF AIR POLLUTANTS .....................................................................................................14 1.3 THE CASE-CROSSOVER STUDY DESIGN.....................................................................................................16
2. OBJECTIVES ............................................................................................................................................16
3. METHODS .................................................................................................................................................16
3.1 STUDY DESIGN, AREA AND POPULATION ..................................................................................................16 3.2 DATA COLLECTION ...................................................................................................................................17
3.2.1 Mortality Data...................................................................................................................................17 3.2.2 Hospital Morbidity Data ...................................................................................................................18 3.2.3 Air Quality Data................................................................................................................................18 3.2.4 Particulate (PM2.5) Dispersion Modelling.......................................................................................20
3.3 STATISTICAL ANALYSIS.............................................................................................................................21
4. RESULTS ........................................................................................................................................................22
4.1 MORTALITY...............................................................................................................................................22 4.2 HOSPITALISATIONS....................................................................................................................................26
4.2.1 Particle Concentrations ....................................................................................................................26 4.2.2 Ozone Concentrations.......................................................................................................................27 4.2.3 Nitrogen Dioxide...............................................................................................................................31 4.2.4 Carbon Monoxide..............................................................................................................................31
5. DISCUSSION .............................................................................................................................................32
6. LIMITATIONS ..........................................................................................................................................36
7. CONCLUDING REMARKS.....................................................................................................................37
8. REFERENCES...........................................................................................................................................38
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APPENDIX 1. SUMMARY OF HEALTH EFFECTS OF THE CRITERIA POLLUTANTS ..............46
1.1 PHOTOCHEMICAL OXIDANTS (MEASURED AS OZONE, O3)..........................................................................46 1.2 CARBON MONOXIDE (CO).........................................................................................................................47 1.3 NITROGEN DIOXIDE (NO2) ........................................................................................................................48 1.4 SULFUR DIOXIDE (SO2) .............................................................................................................................49 1.5 PARTICLES.................................................................................................................................................50
APPENDIX 2. PRELIMINARY TIME SERIES REGRESSION ANALYSIS........................................53
2.1 STUDY DESIGN ..........................................................................................................................................53 2.2 STUDY AREA, STUDY POPULATION AND DATA COLLECTION....................................................................54 2.3 STATISTICAL ANALYSIS.............................................................................................................................54 2.4 RESULTS ....................................................................................................................................................56 2.5 DISCUSSION...............................................................................................................................................60
APPENDIX 3. COMMENCEMENT MONTH AND YEAR OF MONITORING FOR AIR
POLLUTANTS IN THE PERTH METROPOLITAN AREA .......................................................................61
APPENDIX 4. SELECTED INTERPOLATED AND MODELLED PM2.5 CONCENTRATION
CONTOURS FOR PERTH................................................................................................................................62
APPENDIX 5. DAILY NUMBER OF DEATHS BETWEEN 1992 AND 1996........................................63
APPENDIX 6. AIR POLLUTION CONCENTRATIONS AND METEOROLOGICAL
PARAMETERS .............................................................................................................................................64
APPENDIX 7. ASSOCIATION BETWEEN METEOROLOGICAL AND
POLLUTION MEASURES ...............................................................................................................................65
APPENDIX 8. CASE-CROSSOVER ANALYSIS RESULTS – MORTALITY......................................66
8.1 CARDIOVASCULAR DISEASE MORTALITY: ODDS RATIO OF DEATH PER UNIT INCREASE IN POLLUTANT, WITH
95% CONFIDENCE INTERVALS ...........................................................................................................................66 8.2 RESPIRATORY MORTALITY: ODDS RATIO OF DEATH PER UNIT INCREASE IN POLLUTANT, WITH 95%
CONFIDENCE INTERVALS....................................................................................................................................68 8.3 ‘OTHER’ MORTALITY: ODDS RATIO OF DEATH PER UNIT INCREASE IN POLLUTANT, WITH 95% CONFIDENCE
INTERVALS ........................................................................................................................................................70
APPENDIX 9. DAILY NUMBER OF HOSPITALISATIONS BETWEEN 1992 AND 1996 ................72
APPENDIX 10. CASE-CROSSOVER ANALYSIS RESULTS - HOSPITALISATIONS....................73
10.1 CARDIOVASCULAR DISEASE HOSPITALISATIONS: ODDS RATIO PER UNIT INCREASE IN POLLUTANT, WITH
95% CONFIDENCE INTERVALS ...........................................................................................................................73 10.2 CARDIOVASCULAR DISEASE HOSPITALISATIONS (65+ YEARS): ODDS RATIO PER UNIT INCREASE IN
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POLLUTANT, WITH 95% CONFIDENCE INTERVALS..............................................................................................75 10.3 RESPIRATORY HOSPITALISATIONS: ODDS RATIO PER UNIT INCREASE IN POLLUTANT, WITH 95%
CONFIDENCE INTERVALS....................................................................................................................................77 10.4 RESPIRATORY HOSPITALISATIONS (65+ YEARS): ODDS RATIO PER UNIT INCREASE IN POLLUTANT, WITH
95% CONFIDENCE INTERVALS ...........................................................................................................................79 10.5 ASTHMA HOSPITALISATIONS: ODDS RATIO PER UNIT INCREASE IN POLLUTANT, WITH 95% CONFIDENCE
INTERVALS ........................................................................................................................................................80 10.6 ASTHMA HOSPITALISATIONS (0-14 YEARS): ODDS RATIO PER UNIT INCREASE IN POLLUTANT, WITH 95%
CONFIDENCE INTERVALS....................................................................................................................................82 10.7 ASTHMA HOSPITALISATIONS (65+ YEARS): ODDS RATIO PER UNIT INCREASE IN POLLUTANT, WITH 95%
CONFIDENCE INTERVALS....................................................................................................................................84
10.8 COPD HOSPITALISATIONS: ODDS RATIO PER UNIT INCREASE IN POLLUTANT, WITH 95% CONFIDENCE
INTERVALS ........................................................................................................................................................86 10.9 COPD HOSPITALISATIONS (65+ YEARS): ODDS RATIO PER UNIT INCREASE IN POLLUTANT, WITH 95%
CONFIDENCE INTERVALS....................................................................................................................................88 10.10 PNEUMONIA HOSPITALISATIONS: ODDS RATIO PER UNIT INCREASE IN POLLUTANT , WITH 95%
CONFIDENCE INTERVALS....................................................................................................................................90 10.11 PNEUMONIA HOSPITALISATIONS (65+ YEARS): ODDS RATIO PER UNIT INCREASE IN POLLUTANT, WITH
95% CONFIDENCE INTERVALS ...........................................................................................................................92 10.12 GASTROINTESTINAL DISEASE HOSPITALISATIONS: ODDS RATIO PER UNIT INCREASE IN POLLUTANT,
WITH 95% CONFIDENCE INTERVALS ..................................................................................................................94 10.13 GASTROINTESTINAL DISEASE HOSPITALISATIONS (65+ YEARS): ODDS RATIO PER UNIT INCREASE IN
POLLUTANT, WITH 95% CONFIDENCE INTERVALS..............................................................................................96
APPENDIX 11. COMPARISON TO OTHER STUDIES - MORTALITY ...........................................98
APPENDIX 11.1 RESPIRATORY AND CARDIOVASCULAR MORTALITY: RISK OF DEATH PER UNIT INCREASE IN O3
(WITH 95% CONFIDENCE INTERVALS) FROM VARIOUS STUDIES .........................................................................98 APPENDIX 11.2 RESPIRATORY AND CARDIOVASCULAR MORTALITY: RISK OF DEATH PER UNIT INCREASE IN
NO2 (WITH 95% CONFIDENCE INTERVALS) FROM VARIOUS STUDIES .................................................................99 APPENDIX 11.3 CARDIOVASCULAR MORTALITY: RISK OF DEATH PER UNIT INCREASE IN FINE PARTICLES (WITH
95% CONFIDENCE INTERVALS) FROM VARIOUS STUDIES ...................................................................................100
APPENDIX 12 COMPARISON TO OTHER STUDIES - HOSPITALISATIONS .................................101
APPENDIX 12.1 RESPIRATORY AND CARDIOVASCULAR HOSPITALISATIONS: RISK OF HOSPITAL ADMISSION PER
UNIT INCREASE IN O3 (WITH 95% CONFIDENCE INTERVALS) FROM VARIOUS STUDIES .......................................101 APPENDIX 12.2 RESPIRATORY AND CARDIOVASCULAR HOSPITALISATIONS: RISK OF HOSPITAL ADMISSION PER
UNIT INCREASE IN PARTICLES (WITH 95% CONFIDENCE INTERVALS) FROM VARIOUS STUDIES...........................102 APPENDIX 12.3 RESPIRATORY AND CARDIOVASCULAR HOSPITALISATIONS: RISK OF HOSPITAL ADMISSION PER
UNIT INCREASE IN NO2 (WITH 95% CONFIDENCE INTERVALS) FROM VARIOUS STUDIES ....................................103
APPENDIX 12.4 RESPIRATORY AND CARDIOVASCULAR HOSPITALISATIONS: RISK OF HOSPITAL ADMISSION PER
UNIT INCREASE IN CO (WITH 95% CONFIDENCE INTERVALS) FROM VARIOUS STUDIES......................................104
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1. Introduction
A large number of studies that have investigated the relationship between air quality and health
effects. Air pollution is cited as the major environmental issue of concern to the community
(Australian Bureau of Statistics 1998).
In the 1950s large increases in illness and death were associated with air pollution, most notably in
London (e.g. Mazumdar et al. 1982; Schwartz and Marcus 1990; Dockery and Pope 1994). By the
1970s, the relationship between respiratory disease and air pollution (particles and SO2) was
established but there was considerable debate about the concentrations at which impacts might occur
(Dockery and Pope 1994). Since that time many studies in Europe and the USA have been conducted
which have further established the relationship between air pollution and health effects. Increases in
hospitalisation, increases in emergency room attendance and decreased lung function have been
associated with a range of common air pollutants, the so-called criteria pollutants: carbon monoxide,
nitrogen dioxide, inhalable particles (measured as PM10), photochemical oxidants (measured as
ozone) and sulfur dioxide.
In 1998, the Parliamentary Select Committee on Perth’s Air Quality outlined its concern about the
potential health impacts of air quality in Perth, in particular photochemical smog and particulate haze.
Both ozone and particulate concentrations exceed national and international standards on occasions
throughout the year. Concentrations of SO2, NO2 and CO are all below national and international
standards in Perth with elevated levels being observed in specific areas impacted by point source
emissions (Department of Environmental Protection 2000).
Given the number of exceedences of ozone and particulate ambient air quality standards, the Select
Committee recommended that the Department of Environmental Protection (DEP) and Department of
Health of Western Australia facilitate research into air quality and health effects. The Government response
to the Select Committee report supported this view and recommended an evaluation of the research
requirements into health effects of air pollution and provision of advice on attainment of funding for health
research activities.
As part of the development of the Air Quality Management Plan (AQMP) for Perth, an Air Quality
Co-ordinating Committee (AQCC) was established with eight working groups, one of which was the
Health Research Working Group. The principal purpose of this group was to obtain expert opinion
and advice on health related research needs and priorities for Western Australia in the specific area of
air quality and to develop a preliminary list of research needs and priorities for further evaluation.
Only a few Australian studies have been conducted which have investigated the relationship between
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daily ambient air quality and health indicators. These studies have used one of the most common
types of study in air pollution research, the time series study, to investigate the health effects of air
pollution. Studies conducted in Sydney and Melbourne have shown that increases in air pollution
levels are associated with increased risks for daily mortality (Morgan et al. 1998; EPA Victoria 2000).
The Melbourne mortality study showed significant associations between ozone and nitrogen dioxide
for all-cause mortality and respiratory deaths (EPA Victoria 2000). Studies in Sydney, Melbourne and
Brisbane all reported increases in hospitalisations associated with air pollutants (Simpson et al. 1997;
Petroechevsky et al. 2000; Morgan et al. 1998; EPA Victoria 2001). Such studies provide some
support for the findings reported in the international literature (Dockery and Pope 1994; Schwartz
1994a, 1994b; Department of Health (UK) 1998).
Time series studies involve the collection and analysis of air pollution and health effects data (such as
mortality data) over a specified time period. Statistical analysis determines whether there is a
relationship between changes in air pollution levels and changes in mortality for specific diseases.
The numerous international time series studies have found significant associations between the criteria
pollutants and mortality. Many have shown a consistency across studies and the range of
meteorology, topographies and lifestyles of the different study centres (Pope et al. 1995; Katsouyanni
et al. 1995, 1996; Health Effects Institute 2000a, 2000b).
In the past few years, many researchers have been utilising the case-crossover design to investigate the
health effects of air pollution. The case-crossover design measures the effects of transient risk factors
for acute disease events. Each case is its own matched control and compared at different exposure
periods. The study design controls for all measured and unmeasured variables which do not vary with
time (Bateson and Schwartz 2001).
No comprehensive outdoor air pollution studies have been undertaken in Perth and it is possible that
factors such as lifestyle, meteorology and topography may influence exposure to pollutants even
though similar levels of pollutants are observed in Perth compared with other major Australian cities.
The Health Research Working Group considered that this may make it difficult to apply the results
from overseas studies to air pollution data available for Perth.
One of the highest priorities identified by the Health Research Working Group, therefore, was the
need to investigate the relationship between air quality and daily mortality and hospitalisations. Perth
provides an excellent opportunity to investigate such associations because it has a well established air
monitoring network and an accessible mortality and hospitalisation database. It is comparatively
isolated and has a population of about 1.25 million. There are several pockets of high industrial
activity and because the population is spread out, there is a high dependency on private motor
transport compared with public transport use. The city is generally free from trans-boundary pollution
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events, being generally subject to consistent wind from the Indian Ocean where the nearest land is
thousands of kilometres away and to offshore winds from regions of very low population density. On
certain occasions however in the colder months, temperature inversions occur when levels of some
pollutants become quite high, sometimes on several consecutive days. In addition the potential health
effects of ozone and particulates can be explored in the absence of other confounding chemicals such
as SO2.
This report outlines the study conducted and the findings for available air quality data and daily
mortality and daily hospitalisations.
1.1 Background on Common Air Pollutants in Perth
The following section introduces the sources, health and environmental effects, and ambient air
quality standards or guidelines of the main air pollutants monitored in the Perth metropolitan region.
The sources of air pollution are diverse and may be the result of direct emissions to the atmosphere
(i.e. primary pollutants) or undergo chemical changes in the air (i.e. secondary pollutants). The key
pollutants of interest are considered to be carbon monoxide (CO), nitrogen dioxide (NO2), particles
(measured as PM10 and Bsp) and photochemical smog (measured as ozone). SO2 was not included in
the analysis due to the negligible SO2 concentrations in the Perth metropolitan area, most being below
the limit of detection.
Monitoring in Perth and subsequent trend analysis shows that Perth has levels of air pollution which
may present health impacts. The levels of photochemical smog (ozone) in Perth during summer
regularly exceed national standards. During the winter months, a smoke haze frequently hangs over
Perth. In most cases these episodes of unacceptable air quality are influenced by weather conditions
that prevent air pollutants from dispersing rapidly. Concentrations of these pollutants are monitored
via a network of 13 ambient air quality stations which monitor a range of air pollutants. Different
parameters are monitored at the respective stations.
A detailed analysis of the air quality in the Perth metropolitan region is contained in the DEP’s Air
Quality in Perth 1992-1999 report (DEP 2001). In summary the report shows that:
• Ozone levels in summer are tending to remain high, approaching or exceeding the acceptable standard;
• Background levels of ozone are increasing;
• Airborne particle (haze) levels in winter are relatively high, and during spring and autumn are relatively low.
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The effects of air pollutants on human health range from a mild irritation of the airway to damage of
major organs such as the heart or lungs. Some air pollutants (e.g. ozone) may also exacerbate existing
conditions such as asthma or bronchitis. The level and duration of human exposure to a particular air
pollutant are linked to the health effects observed. For example, nitrogen dioxide may cause serious
health effects after several hours or days of exposure to high ambient concentrations whereas other
effects may be induced at higher concentrations over a much shorter time frame.
Ambient air quality standards, such as the National Environment Protection Measure for Ambient Air
Quality (Air NEPM), have primarily been based on human health data and existing Australian and
international standards (National Environment Protection Council, 1998). Established in June 1998,
the Air NEPM specifies air quality standards for the six most common urban air pollutants, the
‘criteria pollutants’: carbon monoxide (CO), nitrogen dioxide (NO2), photochemical smog (ozone),
sulfur dioxide (SO2), particles (PM10) and lead.
These air pollutants have impacts on regional and local air quality, but their significance lies in their
ubiquity and their effects on human health and the environment.
The goal of the Air NEPM is to achieve compliance by June 2008 with specified standards set down in
it. All governments are required to report annually on progress towards meeting the Air NEPM goal.
Programs to improve or maintain air quality, such as those developed through policies or management
plans, are the responsibility of each State or Territory government. It is proposed to implement the Air
NEPM in WA via a Statewide Environmental Protection Policy (EPP), which is currently being
developed. Achievement of compliance in Perth will be through Perth’s Air Quality Management
Plan.
Different averaging periods have been set for pollutants based on health, economic, social,
technological and environmental data. For example, there are two Air NEPM standards for NO2: a 1-
hour average and a 1-year average. The health effects of lead are related to long-term exposure, so the
averaging periods set in goals or standards tend to be for periods in the order of a few months or one
year as in the Air NEPM. Further details can be found in Appendix 1.
1.2 Health Effects of Air Pollutants
The health effects of air pollution, chiefly from industrial and transport emissions, have been studied
worldwide for many years (Comstock 1998).
A number of reviews have outlined the associations between air quality parameters and morbidity
which have shown consistency across studies and the range of weather patterns, topographies and
lifestyles of the different study centres (Pope et al. 1995; Thurston et al. 1992).
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Over the past 30 years, numerous studies from a variety of different locations have reported
associations between increases in air pollution and increases in hospital admissions (morbidity)
(Dockery et al. 1993; Schwartz 1994a, 1994b, 1994c; HEI 2000a; Samet et al. 2000). In Europe the
collaborative effort of researchers in 15 cities has also found such associations (Katsouyanni et al.
1995, 1996). A meta-analysis of 109 time series studies from 94 geographic areas in North America,
South America, Mexico, Europe, Asia, Australia and New Zealand found an increased risk of
respiratory mortality for all pollutants other than ozone, but not for circulatory mortality (Stieb et al.
2002). The research has demonstrated clear associations between mortality from many different
causes and levels of air pollution, and also rates of hospital admissions and pollution levels for many
different diseases. The precise components of the pollution that have the greater impact on health are
still issues of debate.
More recently, long-term effects have been investigated and increased risks of lung cancer and
cardiopulmonary mortality observed with increases in fine particulate concentrations (Pope et al.
2002).
Particulate and ozone concentrations have been associated with daily mortality and hospital
admissions in Australia (Morgan et al. 1998; Simpson et al. 1997, 2000; EPA Victoria 2000, 2001).
Several other studies have examined the effects of ambient air quality on asthma and other respiratory
disorders in Australia (Rennick and Jarman 1992; Christie et al. 1992; Abramson and Voigt 1991;
Robertson et al. 1992). One study of daily hospital admissions in the La Trobe Valley, Victoria, found
significant relationships between particulates (visibility) and nitrogen dioxide and hospital admissions
for chronic obstructive airways disease (Voigt et al. 1998). Photochemical smog has also been
associated with increased hospital admissions for asthma and COPD (Abramson et al. 1994).
A summary of some of the outcomes of some studies conducted to-date, relating to specific pollutants,
is outlined in Appendix 1. The information on the principal sources and health effects of the common
air pollutants presented in this section is taken from the Final Impact Statement for the Ambient Air
Quality National Environment Protection Measure (NEPC, 1998) and selected references.
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1.3 The Case-Crossover Study Design
The case-crossover design is used to study transient effects on the risk of acute-onset diseases. This
design samples cases, comparing each subject’s exposure to disease events to the subject’s own
exposure before the occurrence of the disease. Exposures for each subject during a designated period
before the disease event are compared with the distribution of exposure from a separate time period.
The case-crossover conditional logistic regression analysis (Bateson and Schwartz 1999) is more
robust and less prone to bias and confounding than the more standard time series regression analysis.
The case-crossover design does not require modelling of all variables. All season and trend effects are
removed. Because the event is the unit of analysis, in contrast with the day as in time series, factors
such as age and sex can also be estimated much more easily.
Another advantage of the case-crossover design is its ability to control potential confounders that do
not vary with time, since each individual (or population) forms its own stratum in which those factors
are identical (Bateson and Schwartz 1999).
An important step in the design of a case-crossover study is the choice of time interval between the
day of death or hospitalisation and at the control interval. The symmetric bi-directional design, with
two control points equally spaced either side of the hazard period or event is regarded as close to
optimal (Bateson and Schwartz 1999, 2001).
2. Objectives
The objectives of this study were to investigate the relationship between daily ambient air quality and
daily hospitalisation and daily mortality in Perth.
3. Methods
3.1 Study Design, Area and Population
A case-crossover design was used in this study to investigate the relationship between daily ambient
air quality and daily hospitalisation and daily mortality in the Perth metropolitan area between 1
January 1992 and 31 December 1997. A time series regression analysis as per the APHEA (Air
Pollution and Health European Approach) protocol was originally performed, however was limited in
the extent of modelling undertaken and was superseded by the case-crossover study design. The
method and results of the time series study are presented in Appendix 2.
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The study area encompassed metropolitan Perth (the Australian Bureau of Statistics (ABS)
Statistical Division) which is the area bounded by Rockingham in the south, Quinns Rocks in the north
and Rolling Green in the east (Figure 1). The area contains 13 monitoring stations also shown on
Figure 1. The 1996 ABS census estimate for this study area was 1,244,320 persons.
Figure 1 - Map of air quality monitoring sites in Perth as at 1/1/2000. (KIC, Kwinana Industries
Council: DEP Department of Environmental Protection)
3.2 Data Collection
3.2.1 Mortality Data
Mortality data were made available by the Registrar General of Western Australia. Information
available included underlying cause of death coded to The International Classification of Diseases
version 9 (ICD9) by the Australian Bureau of Statistics, date of birth, sex, postcode of residence and
date of death. There are approximately 12,000 deaths recorded annually in Perth.
Cause of death codes are made available on an annual basis by date of registration and so deaths were
taken from the 1/1/1992 to 30/12/1997. Many deaths are registered in the month following the actual
date of death and ICD codes for 1998 deaths were not available. Therefore, deaths registered in 1998
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were also checked for the date of death in case any 1997 deaths had been missed.
Four groups of causes of death were analysed separately: all causes excluding accidents, poisoning
and violence (ICD9 codes 001 to 799), cardiovascular (ICD9 codes 390 to 459), respiratory (ICD9
codes 460 to 529), and the first group excluding cardiovascular and respiratory causes for two age
groups (all ages and age 65 and over only).
3.2.2 Hospital Morbidity Data
Hospital morbidity data for the same period for all hospitals in the Perth metropolitan area were
selected. Only non-booked admissions were selected for respiratory, cardiovascular and
gastrointestinal admissions (ICD9-CM codes 390.00 to 579.99), noting that a record is completed
following discharge, not admission. Diagnoses were based on primary discharge obtained from the
patients’ charts. Other co-morbidity conditions could not be assessed. The hospitalisation data
provides an indication of acute episodes of illness and does not account for a history of health, which
may be important in predisposing an individual to an acute episode arising from an external insult such
as air pollution. There are approximately 500,000 hospital admissions each year for Western
Australia.
Eight groups of diagnoses were analysed separately: all respiratory (all ages and 65 and over only),
asthma (all ages and under 15 only), all cardiovascular, chronic obstructive pulmonary disease
(COPD: ICD codes 490.00 to 496.99 excluding asthma), pneumonia/influenza (ICD codes 480.00 to
489.99), and all gastrointestinal diseases (ICD codes 520.00 to 579.99) as a ‘control’ group of
admissions, for which there was no reason for anticipating any effects of air pollution.
All transfers from other hospitals were subsequently excluded. Residents living outside the
metropolitan area were excluded from the analysis as were death or hospitalisation from industry
(including exposure and injury).
3.2.3 Air Quality Data
Daily ozone, PM10, NO2, CO and Bsp have been measured since 1990. PM2.5 has been monitored
since 1994 using a tapered element oscillating microbalance (TEOM). PM10 was collected every 6
days by high volume sampler (HiVol). The number and location of stations monitoring specific
pollutants has varied depending on specific projects. Appendix 3 shows the monitoring data available
in the Perth metropolitan area for this study.
The most complete data set with the highest number of days with co-located instruments was from the
Caversham, Swanbourne and Queens Buildings sites and these were used to generate the daily air
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quality data for the pollutants investigated with the exception of PM2.5 which is discussed below.
PM10 was not included in this study due to the sampling frequency. It should be noted that ozone is
not monitored at the Queens Buildings site and CO is not monitored at the Swanbourne site. While
Queens Buildings is located in the centre of Perth City, the concentrations of ozone and particulates
are not necessarily elevated at this site compared with other suburban sites. SO2 was not included in
the analysis due to the negligible SO2 concentrations in the Perth metropolitan area, most being below
the limit of detection.
Two approaches to aggregating air quality data were used to provide a daily exposure estimate for
each parameter. Data were averaged for the combined metropolitan sites and the three sites used to
generate daily data for this study. The averages for each pollutant and each method of generating a
daily estimate were comparable with no statistically significant differences, indicating that the use of
the three sites was acceptable as a surrogate for data across the entire network. The use of the three
locations was in accordance with the APHEA protocol that attempts to ensure the use of data from co-
located monitors.
The averaging times selected were based on both international and Australian standards (Table 3.1).
The averaging periods listed in Table 3.1 were used for each pollutant in subsequent analyses.
Table 3.1 - Averaging periods and units of measure for each pollutant
Pollutant Averaging Time Unit of Measure Ozone 1h, 4h, 8h ppb Nitrogen Dioxide 1h, 24h ppb CO 8h ppm PM2.5 24h* µg/m3 Bsp 1h, 24h 2.1 x 10-4 m-1
* Modelled estimates
Daily temperature, wind speed and direction, dew point temperature and relative humidity were
obtained by averaging the data from the monitoring stations. These data were compared with the
Bureau of Meteorology averages to validate the use of data collected from individual fixed air
monitoring stations.
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3.2.4 Particulate (PM2.5) Dispersion Modelling
Measurements made at a mix of locations in the Perth region have shown that in winter when high
particulate concentrations are most common, there is a strong relationship between the density of
population about each site and the particulate concentrations measured. Measurement of particles and
numerical modelling studies have confirmed that daily averages vary considerably across the region,
being largest near centres of highest population density.
Due to the limited number of particulate monitoring sites and the large variations in population density
and subsequent particle concentrations, no single site value, nor a simple average over all sites, was
considered likely to provide an accurate estimate of the average exposure of the city’s population.
Had the trend of population between the monitoring sites been uniform, a simple interpolation,
generating a map of average concentrations, would have formed a useful basis for exposure
assessment. However, given the noted variations of population density, this approach was unlikely to
provide reasonable estimates.
While a totally accurate model was not available, modelling studies had shown that it was relatively
easy to simulate the overall daily average concentration pattern. Although there remained significant
errors (probably related to the limited knowledge of meteorological conditions and of the actual
particulate emissions pattern), it was considered that the modelled concentration distribution, scaled to
match available measurements, would form a better basis for exposure assessment.
The modelling work was conducted using a Guassian plume dispersion model, with the particulate
emission rate for each location presumed proportional to population density. Each day of a winter
season was modelled separately, giving for each a grid map of estimated daily average concentrations.
From this map, modelled concentrations for each particulate measurement site were determined.
For a totally accurate model, these concentrations would have matched measurements, giving a ratio
of one at each site. In practice, the ratios differed from one, and varied across the modelled region.
However, it was possible to interpolate this set of ratios, to develop a grid map of correction factors for
the region.
The best estimate for each model grid point was then taken as the product of the modelled
concentration and the interpolated ratio of measured to modelled concentration. These estimates
matched all measurements, and also varied between measurement sites in a manner consistent with
model calculations.
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To further enhance the accuracy of dosage estimates, the relationship between particulate
concentrations and optical backscatter coefficient (Bsp) was studied. For the winter haze events, it
was found that there was a linear relationship, which for Bsp over 2 was:
[PM2.5] = 17.86 Bsp + 3.69 µg/m3
With this relationship, it was possible to use Bsp measurements to enhance the data set used in
interpolations.
Appendix 4 shows the interpolated and modelled PM2.5 concentration contours for Perth.
3.3 Statistical Analysis
This study used symmetric bi-directional design with a referent spacing interval of seven days and
conditional logistic regression to produce odds ratios. This short interval adjusts for weekly
seasonality automatically. This choice was considered to reduce bias (Bateson and Schwartz 2001).
Individual admissions were considered as cases and matched to exposure levels 7 days prior to and
post the actual day of admission or mortality, providing two control admissions. Comparisons
between cases and controls were then made using conditional logistic regression (Bateson and
Schwartz 1999). Before examining the effect of pollutants, all daily weather variables (temperature
and humidity) were examined. Variables indicating public holidays and day of the week were
included. However, only the most significant effects were included when pollutants were added to the
model. In every case, this was with the lag 1 values. Each pollutant was entered into its own
predictive model for different lag periods. For each particular pollutant, the residuals from the
adjusted model for each separate outcome were regressed on each combination of each type of lag
(0,1,2,3,0-1, 0-2, 0-3) days and each averaging period (1h, 4h, 8h, 24h).
Each category of hospitalisation and mortality data was analysed in relation to NO2, O3, particulate
(PM2.5 modelled and Bsp) and CO concentrations. Gastrointestinal hospitalisations were used as a
comparison group. Additional analyses were performed for hospitalisations for those aged over 65
years and for asthma hospitalisations for those aged under 15 years.
Days for which no measures of a particular pollutant had been made were ignored in the analysis
involving the specific pollutant. When days of missing data occur randomly—as was the case in this
data set—this method is not likely to introduce selection bias.
To explore the potential interaction of season and exposure, a binary season indicator was included
and a likelihood ratio test for its interaction with exposure was undertaken.
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In the context of case-crossover study, the odds ratios produced by the analysis are equivalent to
relative risks.
4. Results
4.1 Mortality
Between 1992 and 1996 the average number of daily deaths was 26.8 with an average of between 2.1
and 2.4 deaths attributable to respiratory disease. By comparison 11.6 deaths were attributed to
cardiovascular disease. Most of these deaths occur in the age group over 65 years (Appendix 5).
Daily pollutant concentrations and meteorological parameter measures are presented in Appendix 6.
The association between air pollutant concentrations, seasonality and meteorological parameters is
also shown in Appendix 7. As expected significant correlations between ozone and particulates and
temperature as well as CO concentrations and NO2 and particulates were found.
The odds ratio and 95% confidence intervals were plotted for each pollutant and disease category for
the case-crossover analysis. These are shown in Figures 2-10.
The results of the case-crossover analysis showed no significant associations between changes in daily
pollutant concentrations and respiratory mortality (Appendix 8.2). Significant odds ratios were
observed for changes in 4-hr and 8-hr ozone concentrations and daily cardiovascular disease (CVD)
mortality with an estimated 0.2% to 0.45% increase per ppb of ozone (Figures 6 and 7). Elevated odds
ratios were also observed for the 1-hr ozone concentration and CVD mortality, however the estimates
did not reach statistical significance.
A significant association was also observed for the relationship between changes in the 8-hour carbon
monoxide concentrations and ‘other’ mortality (Appendix 8.3).
No associations were observed for concentrations of particles, CO, O3 and NO2 and all mortality.
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se in
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4.2 Hospitalisations
The number of hospitalisations on an average day for respiratory disease was between 19.3 (summer)
and 31.0 (winter) with 6.9 and 10.7 respectively for asthma, with just over half of these being children
(Appendix 9).
Daily pollutant concentrations and meteorological parameter measures are presented in Appendix 6.
The association between air pollutant concentrations, seasonality and meteorological parameters is
also shown in Appendix 7. As expected significant correlations between ozone and particulates and
temperature as well as CO concentrations and NO2 and particulates were found.
The odds ratio and 95% confidence intervals were plotted for each pollutant and disease category.
These are shown in Figures 2-10.
4.2.1 Particle Concentrations
Changes in CVD hospitalisations with particle concentrations as derived from modelled PM2.5 and
nephelometry (Bsp) were examined (Figures 2-4). There were no significant associations observed,
however there were significant interactions with season in the winter direction (Appendices 10.1 and
10.2).
Changes in 24-hour PM2.5 concentrations were significantly associated with respiratory
hospitalisation, with an estimated 0.17% increase in respiratory disease hospitalisation for a change in
1 µg/m3 (Figure 2; Appendix 10.3). When respiratory hospitalisations for those aged 65 and over
were examined, a significant odds ratio was observed for changes in 1-hour maximum particle
concentrations as derived from nephelometer measurements (Bsp), with elevated odds ratios observed
for the 24-hr Bsp metric (Figures 3 and 4; Appendix 10.4).
The results for asthma hospitalisation showed a significant association with changes in 24-hour PM2.5
concentrations for all age groups and those aged under 15 years (Figure 2; Appendices 10.5 and 10.6).
An estimated 0.3% increase in asthma hospitalisation for children (0 to 14 years of age) was observed
with changes in 1 µg/m3. However, for those aged 65 years and over, no significant associations were
found between particles and asthma hospitalisation (Appendix 10.7).
The 1-hour maximum and 24-hr average particle concentrations derived from nephelometer
measurements were associated with a significant odds ratio for COPD hospitalisation for all ages and
for those over 65 years of age with estimates of between 4 and 24% per unit increase.(Figures 3 and 4;
Appendices 10.8 and 10.9). No other statistically significant results were observed, although elevated
odds ratios were evident. No significant seasonal interactions were seen.
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Pneumonia hospitalisations for all ages were associated with increases in 24-hour PM2.5 and 1-hour
maximum particle concentrations as derived from nephelometer measurements (Bsp) and for those
aged 65 years and over. Elevated, but not significant odds ratios were also observed for the
association between pneumonia hospitalisations and 24-hr particle measured by nephelometer (Figures
2-4; Appendices 10.10 and 10.11).
There were no associations observed between changes in particle concentrations and gastrointestinal
diseases.
4.2.2 Ozone Concentrations
No significant associations were seen between CVD hospitalisations and ozone (Figures 5-7).
However, there were significant interactions with season in the winter direction (Appendices 10.1 and
10.2).
Changes in daily ozone concentrations were associated with respiratory morbidity, reaching
significance at lag 0 for both the 1-hour and 4-hour maxima concentrations (Figures 5 and 6;
Appendix 10.3). There was also a significant seasonal interaction for winter. When hospitalisations
for respiratory disease for those aged over 65 were examined, no significant odds ratios were
observed, however there was a significant interaction for season in the winter direction (Appendix
10.4).
Elevated odds ratios were observed for the relationship between asthma hospitalisation and daily
ozone concentrations for all ages, reaching significance for the 1-hour ozone concentration at lag 0
with an estimated 0.3% increase in asthma hospitalisation for children aged between 0 and 14 years
(Figure 5; Appendices 10.5 and 10.6). While elevated odds ratios were seen for those over 65 years,
the results did not reach significance (Appendix 10.7). No significant seasonal interactions were seen.
A significant odds ratio was also observed for COPD morbidity in association with 4-hour ozone
concentrations with elevated estimates for all other averaging periods (Figure 6; Appendix 10.8).
Similar patterns were observed for those aged over 65 years, however the results did not reach
significance (Appendix 10.9).
No significant associations were found between ozone concentrations and pneumonia hospitalisation
for all ages and for those aged 65 years and over, however many elevated odds ratios were observed
with wide confidence intervals (Figures 5-7; Appendices 10.10 and 10.11).
There were no associations between changes in ozone concentrations and hospitalisations for
gastrointestinal diseases.
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0.98
0.99 1
1.01
01
23
+1
+2
+3
Lag
0.98
0.99 1
1.01
01
23
+1
+2
+3
Lag
0.98
0.99 1
1.01
0All
12
3+1
+2
+3
065+
12
3+1
+2
+3
Lag
0.98
0.99 1
1.01
0All
12
3+1
+2
+3
065+
12
3+1
+2
+3
Lag
0.98
0.99 1
1.01
0.98
0.99 1
1.01
01
23
+1
+2
+3
Lag
0.98
0.99 1
1.01
01
23
+1
+2
+3
01
23
+1
+2
+3
Odds Ratio (95% CI)
0.98
0.99 1
1.01
0All
12
3+1
+2
+3
065+
12
3+1
+2
+3
Lag
0All
12
3+1
+2
+3
065+
12
3+1
+2
+3
Lag
Resp
iratory M
ortality
CO
PD
Mo
rbid
ityC
VD
Mo
rbid
ity
All
65+
Lag
Resp
iratory M
orb
idity
Pn
eum
on
ia Mo
rbid
ity
Oth
er Mo
rtalityC
VD
Mo
rtality
GI M
orb
idity
Asth
ma M
orb
idity
Odds Ratio (95% CI)
Odds Ratio (95% CI)
Odds Ratio (95% CI)
Odds Ratio (95% CI)
Odds Ratio (95% CI)
FIG
UR
E 5: O
dd
s Ratio
Per U
nit In
crease in O
3 (1-hr)(p
pb
)
Odds Ratio (95% CI)
Odds Ratio (95% CI)
0All
12
3+1
+2
+3
00-14
12
3+1
+2
+3
065+
12
3+1
+2
+3
Lag
Odds Ratio (95% CI)
0.98
0.99 1
1.01
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0.98
0.991
1.01
1.02
0.98
0.991
1.01
1.02
01
23
+1
+2
+3
01
23
+1
+2
+3
0.98
0.991
1.01
1.02
01
23
+1
+2
+3
01
23
+1
+2
+3
0.98
0.991
1.01
1.02
01
23
+1
+2
+3
01
23
+1
+2
+3
0.98
0.991
1.01
1.02
01
23
+1
+2
+3
01
23
+1
+2
+3
0.98
0.991
1.01
1.02
01
23
+1
+2
+3
01
23
+1
+2
+3
0.98
0.991
1.01
1.02
01
23
+1
+2
+3
Lag
0.98
0.991
1.01
1.02
01
23
+1
+2
+3
Lag
0.98
0.991
1.01
1.02
01
23
+1
+2
+3
Lag
All
65+
Lag
All
65+
Lag
Odds Ratio (95% CI)
All
65+
Lag
All
65+
Lag
Res
pir
ato
ry M
ort
alit
y
CO
PD
Mo
rbid
ity
CV
D M
orb
idit
y
All
65+
Lag
Res
pir
ato
ry M
orb
idit
yP
neu
mo
nia
Mo
rbid
ity
Oth
er M
ort
alit
yC
VD
Mo
rtal
ity
GI M
orb
idit
y
Ast
hm
a M
orb
idit
y
Odds Ratio (95% CI)
Odds Ratio (95% CI)
Odds Ratio (95% CI)
Odds Ratio (95% CI)
Odds Ratio (95% CI)
FIG
UR
E 6
: O
dd
s R
atio
Per
Un
it In
crea
se in
O3
(4-h
r)(p
pb
)
Odds Ratio (95% CI)
Odds Ratio (95% CI)
0All
12
3+1
+2
+3
00-14
12
3+1
+2
+3
065+
12
3+1
+2
+3
Lag
Odds Ratio (95% CI)
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0.97
0.99
1.01
0.97
0.99
1.01
01
23
+1
+2
+3
01
23
+1
+2
+3
0.97
0.99
1.01
01
23
+1
+2
+3
01
23
+1
+2
+3
0.97
0.99
1.01
01
23
+1
+2
+3
01
23
+1
+2
+3
0.97
0.99
1.01
01
23
+1
+2
+3
01
23
+1
+2
+3
0.97
0.99
1.01
01
23
+1
+2
+3
01
23
+1
+2
+3
0.97
0.99
1.01
01
23
+1
+2
+3
Lag
0.97
0.99
1.01
01
23
+1
+2
+3
Lag
0.97
0.99
1.01
01
23
+1
+2
+3
Lag
All
65+
Lag
All
65+
Lag
Odds Ratio (95% CI)
All
65+
Lag
All
65+
Lag
Resp
iratory M
ortality
CO
PD
Mo
rbid
ityC
VD
Mo
rbid
ity
All
65+
Lag
Resp
iratory M
orb
idity
Pn
eum
on
ia Mo
rbid
ity
Oth
er Mo
rtalityC
VD
Mo
rtality
GI M
orb
idity
Asth
ma M
orb
idity
Odds Ratio (95% CI)
Odds Ratio (95% CI)
Odds Ratio (95% CI)
Odds Ratio (95% CI)
Odds Ratio (95% CI)
FIG
UR
E 7: O
dd
s Ratio
Per U
nit In
crease in O
3 (8-hr)(p
pb
)
Odds Ratio (95% CI)
Odds Ratio (95% CI)
0All
12
3+1
+2
+3
00-14
12
3+1
+2
+3
065+
12
3+1
+2
+3
Lag
Odds Ratio (95% CI)
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31
4.2.3 Nitrogen Dioxide
For the all ages and 65+ years age groups, a significant association was observed between changes in
24-hr NO2 concentrations and CVD hospitalisations (Figure 9; Appendices 10.1 and 10.2). A
significant association between 1-hr NO2 concentrations and CVD hospitalisations was also observed
for those aged 65 years and over (Figure 8).
No associations were observed between changes in daily NO2 concentrations and asthma
hospitalisations (Figures 8 and 9; Appendices 10.3 and 10.5-10.7). A significant association was
observed between 24-hr NO2 concentrations and respiratory disease hospitalisations for the 65+ years
age group for lag 1 with elevated odds ratios observed for other lags (Appendix 10.4). This estimate
has a wide confidence interval.
No associations were observed between changes in daily NO2 concentrations and COPD and
pneumonia hospitalisations although, as with other disease categories, elevated odds ratios with wide
confidence intervals were observed (Figures 8 and 9; Appendices 10.8-10.11).
No associations were seen between nitrogen dioxide concentrations and gastrointestinal
diseases.
4.2.4 Carbon Monoxide
No associations were observed between changes in daily CO concentrations and respiratory, asthma,
COPD, pneumonia or CVD hospitalisations (Figure 10). Where elevated estimates were observed,
these were associated with very wide confidence intervals.
No significant associations were observed between daily CO concentrations and the control disease
group of gastrointestinal diseases (Figure 10; Appendices 10.12 and 10.13). Some significant
interactions for winter were observed for those aged over 65 years (Appendix 10.13).
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32
5. Discussion
The results of this study showed that changes in air quality in Perth may increase the risks of
cardiovascular mortality. The significant finding for ozone concentrations provides estimates of
between 2 and 4% increase in mortality with every 10 ppb change in ozone concentration. Elevated
odds ratios for cardiovascular mortality in relation to NO2 concentrations were also observed,
however none of the results reached statistical significance. Similar findings have been reported for
Brisbane and Sydney as well as for other cities around the world (Appendix 11)(Morgan et al. 1998;
Simpson et al. 1997; Dockery et al. 1993).
The significant finding for carbon monoxide and ‘other mortality’ is difficult to interpret as ‘other’
mortality consists of many diseases which may not be associated with air pollution and CO
concentrations are considered relatively low in Perth. The finding may be a spurious one, particularly
in view of the generally low point estimates for the different lags tested.
No other significant relationships between daily mortality and daily changes in pollutant
concentrations were detected.
Changes in daily 1-hour and 4-hour ozone concentrations were also associated with increased
hospitalisation for respiratory diseases (all ages), asthma (0-14 years of age) and COPD (all ages).
Studies in Brisbane and Melbourne have also found similar associations (Appendix 12)
(Petroeschevsky et al. 2001; EPA Victoria 2001). They were not associated with CVD
hospitalisations despite changes in ozone concentration being associated with CVD mortality.
Daily NO2 concentrations were found to be significantly associated with respiratory disease
hospitalisation in the 65 years and above age group, with elevated non-significant estimates also
observed. NO2 concentrations were also associated with significant CVD hospitalisations for the all
age category and those aged over 65, supporting the findings of studies in Sydney and Melbourne.
This result is surprising given the low, NO2 levels in Perth, however the result pertains to changes in
pollutant levels and not concentration ranges per se. Other Australian studies have shown mixed
results for associations between daily nitrogen dioxide concentrations and hospitalisations (Appendix
12). No significant relationships between nitrogen dioxide and respiratory or cardiovascular hospital
admissions were found in Brisbane, while strong significant associations between nitrogen dioxide and
hospital admissions for asthma in the 0-14 years age group as well as for heart disease have been
reported for Sydney (Petroeschevsky et al. 2001; Morgan et al. 1998).
In this study, no associations were observed between changes in daily CO concentrations and
respiratory, asthma, COPD, pneumonia or CVD hospitalisations, unlike other Australian and
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0.98
0.991
1.01
0.98
0.991
1.01
01
23
+1
+2
+3
01
23
+1
+2
+3
0.98
0.991
1.01
01
23
+1
+2
+3
01
23
+1
+2
+3
0.98
0.991
1.01
01
23
+1
+2
+3
01
23
+1
+2
+3
0.98
0.991
1.01
01
23
+1
+2
+3
01
23
+1
+2
+3
0.98
0.991
1.01
01
23
+1
+2
+3
01
23
+1
+2
+3
0.98
0.991
1.01
01
23
+1
+2
+3
Lag
0.98
0.991
1.01
01
23
+1
+2
+3
Lag
0.98
0.991
1.01
01
23
+1
+2
+3
Lag
All
65+
Lag
All
65+
Lag
Odds Ratio (95% CI)
All
65+
Lag
All
65+
Lag
Res
pir
ato
ry M
ort
alit
y
CO
PD
Mo
rbid
ity
CV
D M
orb
idit
y
All
65+
Lag
Res
pir
ato
ry M
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idit
yP
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mo
nia
Mo
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ity
Oth
er M
ort
alit
yC
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Mo
rtal
ity
GI M
orb
idit
y
Ast
hm
a M
orb
idit
y
Odds Ratio (95% CI)
Odds Ratio (95% CI)
Odds Ratio (95% CI)
Odds Ratio (95% CI)
Odds Ratio (95% CI)
FIG
UR
E 8
: O
dd
s R
atio
Per
Un
it In
crea
se in
NO
2 (1
-hr)
(pp
b)
Odds Ratio (95% CI)
Odds Ratio (95% CI)
0All
12
3+1
+2
+3
00-14
12
3+1
+2
+3
065+
12
3+1
+2
+3
Lag
Odds Ratio (95% CI)
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0.96
0.98 1
1.02
01
23
+1
+2
+3
Lag
0.96
0.98 1
1.02
01
23
+1
+2
+3
Lag
0.96
0.98 1
1.02
01
23
+1
+2
+3
Lag
0.96
0.98 1
1.02
01
23
+1
+2
+3
01
23
+1
+2
+3
0.96
0.98 1
1.02
01
23
+1
+2
+3
01
23
+1
+2
+3
0.96
0.98 1
1.02
01
23
+1
+2
+3
01
23
+1
+2
+3
0.96
0.98 1
1.02
01
23
+1
+2
+3
01
23
+1
+2
+3
0.96
0.98 1
1.02
01
23
+1
+2
+3
01
23
+1
+2
+3
0.96
0.98 1
1.02
All
65+
Lag
All
65+
Lag
Odds Ratio (95% CI)
All
65+
Lag
All
65+
Lag
Resp
iratory M
ortality
CO
PD
Mo
rbid
ityC
VD
Mo
rbid
ity
All
65+
Lag
Resp
iratory M
orb
idity
Pn
eum
on
ia Mo
rbid
ity
Oth
er Mo
rtalityC
VD
Mo
rtality
GI M
orb
idity
Asth
ma M
orb
idity
Odds Ratio (95% CI)
Odds Ratio (95% CI)
Odds Ratio (95% CI)
Odds Ratio (95% CI)
Odds Ratio (95% CI)
FIG
UR
E 9: O
dd
s Ratio
Per U
nit In
crease in N
O2 (24-h
r)(pp
b)
Odds Ratio (95% CI)
Odds Ratio (95% CI)
0All
12
3+1
+2
+3
00-14
12
3+1
+2
+3
065+
12
3+1
+2
+3
Lag
Odds Ratio (95% CI)
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0.88
0.941
1.06
1.12
0.88
0.941
1.06
1.12
01
23
+1
+2
+3
01
23
+1
+2
+3
0.88
0.941
1.06
1.12
01
23
+1
+2
+3
01
23
+1
+2
+3
0.88
0.941
1.06
1.12
01
23
+1
+2
+3
01
23
+1
+2
+3
0.88
0.941
1.06
1.12
01
23
+1
+2
+3
01
23
+1
+2
+3
0.88
0.941
1.06
1.12
01
23
+1
+2
+3
01
23
+1
+2
+3
0.88
0.941
1.06
1.12
01
23
+1
+2
+3
Lag
0.88
0.941
1.06
1.12
01
23
+1
+2
+3
Lag
0.88
0.941
1.06
1.12
01
23
+1
+2
+3
Lag
All
65+
Lag
All
65+
Lag
Odds Ratio (95% CI)
All
65+
Lag
All
65+
Lag
Res
pir
ato
ry M
ort
alit
y
CO
PD
Mo
rbid
ity
CV
D M
orb
idit
y
All
65+
Lag
Res
pir
ato
ry M
orb
idit
yP
neu
mo
nia
Mo
rbid
ity
Oth
er M
ort
alit
yC
VD
Mo
rtal
ity
GI M
orb
idit
y
Ast
hm
a M
orb
idit
y
Odds Ratio (95% CI)
Odds Ratio (95% CI)
Odds Ratio (95% CI)
Odds Ratio (95% CI)
Odds Ratio (95% CI)
FIG
UR
E 1
0: O
dd
s R
atio
Per
Un
it In
crea
se in
CO
(8-
hr)
(pp
m)
Odds Ratio (95% CI)
Odds Ratio (95% CI)
0
All
12
3+1
+2
+3
0
0-14
12
3+1
+2
+3
0
65+
12
3+1
+2
+3
Lag
Odds Ratio (95% CI)
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36
international studies (EPA Victoria 2001; Burnett et al. 1997). This may be explained by the
relatively low CO concentrations experienced in Perth and a decreasing trend in carbon monoxide
concentrations.
Changes in daily PM2.5 concentrations were found to be significantly associated with
respiratory disease and asthma hospitalisation. Similar findings have been reported for
Brisbane, Melbourne and Sydney (Petroeschevsky et al. 2001; EPA Victoria 2001; Morgan et
al. 1998). Strong associations between particles and hospital admissions for respiratory
diseases as well as cardiovascular disease have been found in many international studies (e.g.
Schwartz, 1994a, 1994b, 1994c, 1996; Samet et al. 2000).
While there are differences in the statistical analysis methodology, the significant associations
found in the case-crossover study were comparable to those found in other Australian studies
and the time series analysis reported in Appendix 2.The time series analysis of the same data
as that used in the case-crossover study showed similar associations with the exception of the
mortality results (Appendix 2). The time series study design used and analysis method may
not have been the optimal model for Perth. As some pollutants may be sensitive to the type of
temporal filter used, different temporal filters need to be tested on the Perth data to determine
the robustness of the results. Nevertheless, the use of two analysis methods has yielded
similar results confirming subsequent conclusions. The significant effects noted for
gastrointestinal (GI) disease in the time series study (Appendix 2) can be explained by chance
as effects were only observed for one lag period and GI admissions did follow a markedly
seasonal pattern with many more admissions in summer. Curiously, GI admissions showed
an almost 100% increase from 1996 to 1997 which indicates coding changes or some other
error that requires follow up with the Health Department. The APHEA approach may have
resulted in mis-specification of the time series model inducing a spurious association.
6. Limitations
The limitations of this study are similar to those of time series studies: its inability to distinguish
between mixtures of pollutants; its difficulty in determining independent effects from a range of
interrelated, correlated factors; and the confounding of co-pollutant effects. One of the most
significant problems is the limited exposure data available. The exposure data were taken from only
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37
three monitoring stations in the network and therefore may not be representative of the study
population.
The case-crossover study design can allow selection bias and confounding by factors that vary with
time (Bateson and Schwartz 2001). Selection bias occurs when the reference periods are selected on
days that are not in the study base that produced the cases. All days in our study served as hazard and
reference days, hence selection bias does not occur.
7. Concluding Remarks
Air quality in Perth has been associated with increased risks of hospitalisation for cardiovascular and
respiratory diseases including asthma and increased risks of cardiovascular mortality. Particulate
concentrations were significantly associated with increased respiratory disease hospitalisations for the
elderly and those aged under 14 years. These findings are robust with the application of different
analysis techniques and are consistent with the findings of other researchers reported in the national
and international literature.
For the first time we have population level data for Perth which suggests emissions to the airshed are
having impacts on the health of Western Australians. These data will aid the further development and
implementation of the Air Quality Management Plan for Perth, and development of a targetted
research program to confirm the impact of Perth’s air quality on the health of Western Australians and
to measure the success of air quality programs into the future.
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38
8. References
Abbey, DE, Petersen, F, Mills, PK, & Beeson, WL (1993a) ‘Long-term ambient concentration of total
suspended particulates, ozone and sulfur dioxide and respiratory symptoms in a non-smoking
population’, Arch. Env. Health, 48(1): 33-46.
Abbey, DE et al. (1993b) ‘Chronic disease associated with long term concentration of nitrogen
dioxide’, J. Anal. Environ. Epidemiol, 3: 181.
Abbey, DE, Ostro, BE, Petersen, F, & Burchette, RJ (1995) ‘Chronic respiratory symptoms associated
with estimated long-term ambient concentrations of fine particulates less than 2.5 microns in
aerodynamic diameter (PM2.5) and other air pollutants’, Journal of Exposure Analysis and
Environmental Epidemiology, 5(2): 137–159.
Abramson, M, & Voigt, T (1991) ‘Ambient air pollution and respiratory disease’, Med. J. Aust.,
154(8): 543.
Abramson, M, Pearson, L, Kutin, J (1994) ‘Allergies, upper respiratory tract infections and asthma’,
J. Asthma, 31(5): 367.
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Appendix 1. Summary of Health Effects of the Criteria
Pollutants
1.1 Photochemical Oxidants (measured as ozone, O3)
The concentration of ozone in a polluted atmosphere is usually taken as an indicator of the amount of
photochemical smog, because ozone usually comprises about 85 per cent of the total photochemical
smog concentration. The rate of production of photochemical smog is limited by the amount of
sunlight and reactive organic compounds (ROCs) available, and the quantity produced is generally
limited by the amount of NOx available. Ambient concentrations of ozone vary from season to season
and year to year. Ozone and its precursors can be transported long distances, and thus weather
conditions principally influence their dispersal.
Ozone in the troposphere as a pollutant should not be confused with its presence in the stratosphere,
where it serves the essential function of screening out a large proportion of the sun’s harmful ultra-
violet rays.
Sources
Ozone (O3) is a colourless, highly reactive gas with a distinct odour. The reactions between nitrogen
oxides (NOx) and (ROCs) form ozone, in the presence of heat and light. The principal sources of these
precursors are motor vehicles (for both), combustion processes (for NOx), and refining, petrochemical
and solvent-based industries (for ROCs).
Air NEPM Standard
The Air NEPM standards for ozone are 0.10 ppm for a 1-hour average and 0.08 ppm for a 4-hour
average. These levels are not to be exceeded more than one day per calendar year. Prior to the
implementation of the Air NEPM standards, the World Health Organisation (WHO) goals were used
for air quality management of the criteria air pollutants in WA. The WHO goal for ozone was 0.08
ppm for a 1-hour average.
Symptoms of exposure to ozone include irritation of the airways and minor lung function changes in
both healthy and susceptible individuals. Ozone concentrations have been associated with increased
hospital admissions, specifically with respiratory disease, lung function impairment and cardiovascular
disease in those 65 years of age or older (Schwartz et al. 1996; Ostro and Rothschild 1989; Castillejos
et al. 1992; Sunyer et al. 1996). The available Australian hospitalisation studies conducted in
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Brisbane and Sydney show ozone concentrations are also associated with asthma and respiratory
disease (Petroeschevsky et al. 2001; Morgan et al. 1998).
Laden and co-workers (2000) identified several distinct source-related fractions of fine particles and
examined the association of these fractions with daily mortality for each city of the Harvard Six Cities
Studies using Poisson regression in a generalised additive model. In their meta-analysis of the six
cities, a 10 µg/m3 increase in PM2.5 from mobile sources accounted for a 3.4% increase in daily
mortality (CI: 1.7-5.2%) and from coal combustion sources, a 1.1% increase (CI: 0.3-2.0%). No
association was found for PM2.5 from crustal particles and daily mortality.
Based on analyses using 1980 U.S. Vital Statistics data and ambient air pollution data, Ozkaynak and
Thurston (1987) concluded the particles from iron and steel emissions and coal combustion were more
significant contributors to mortality than soil-derived particles. Recent studies of days dominated by
windblown dust and of dust storms support these conclusions (e.g. Schwartz et al. 1999; Pope et al.
1999).
1.2 Carbon Monoxide (CO)
Sources
Carbon monoxide (CO) is a colourless and odourless gas produced by the incomplete combustion of
any carbon-based fuel (e.g. petrol, diesel, oil, gas, wood or coal). In urban areas, motor vehicles are
the principal source of CO. In Perth, up to 80% of all CO emissions are a result of motor vehicle
exhaust (Australian Academy of Technological Sciences and Engineering 1997).
Power generation, domestic solid fuel heaters and burning vegetation are other significant sources.
CO may also be formed in the atmosphere by the oxidation of methane.
Air NEPM Standard
The Air NEPM standard for ambient CO is 9.0 ppm for an 8-hour averaging period. This
concentration may not be exceeded on more than one day per calendar year.
Carbon monoxide is absorbed via the lungs, enters the bloodstream and reduces the blood’s ability to
deliver oxygen to organs and tissues. CO is poisonous to humans at high exposure levels.
Exposure to high levels of CO may result in increased incidence and duration of angina pectoris (chest
pain sometimes leading to heart attack), visual impairment, reduced motor skills, poor learning ability,
difficulty in performing complex tasks, and low birth weight.
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In people with ischaemic heart disease, whose cardiovascular system may already be under
considerable stress, exposure to carbon monoxide may increase the risk of adverse health effects.
Results from numerous scientific studies indicate that even moderately raised levels of CO can trigger
or worsen cardiovascular problems (Morris et al. 1995; Burnett et al. 1997; Yang et al. 1998).
A recent study in London (Poloniecki et al. 1997) found significant relationships between average
daily CO concentrations and hospital admissions. A rise of 10 ppm in average daily CO corresponded
to 23% more admissions for acute myocardial infarction, 6.9% more admissions for heart failure and
23% more admissions for circulatory diseases. Studies elsewhere have found similar results (Morris et
al. 1995; Burnett et al. 1997; Schwartz 1997). Studies in Los Angeles have found a rise in deaths
overall as well as a rise in deaths from cardiovascular disease in relation to increases in CO levels after
taking into account other pollutants and temperature.
Total mortality was significantly associated with CO and NO2 (p<0.05) in Phoenix (an arid city),
while cardiovascular mortality was significantly associated with CO, NO2, SO2, PM2.5 and PM10
(Mar et al. 2000).
1.3 Nitrogen Dioxide (NO2)
Sources
Nitrogen dioxide (NO2), a light brown gas, is a precursor of photochemical smog. The majority of air
emissions are in the form of nitric oxide (NO), which can be transformed to NO2.
At high temperatures, atmospheric nitrogen combines with oxygen to form a mixture of nitric oxide
(NO) and nitrogen dioxide (NO2), referred to as oxides of nitrogen (NOx). Both gases are emitted by
motor vehicle engines, industrial and commercial boilers, in power generation and from other
industrial combustion processes. In urban areas motor vehicle emissions are a major source of NO2.
Indoor sources of NO2 include unflued gas appliances and other combustion devices. Biogenic
sources of NO2 are lightning and the oxidation of ammonia—a very small component of the total NO2
emissions in urban areas.
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Air NEPM Standard
The Air NEPM standards for NO2 are 0.12 ppm for a 1-hour average and 0.03 ppm for a 1-year
average. The 1-hour average is not to be exceeded more than one day per calendar year. There are no
allowable exceedences for the 1-year average.
Nitrogen dioxide irritates the lungs and may lower immunity to respiratory infections. Exposure to
high levels of NO2 causes severe lung injury. NO2 has been demonstrated to increase the effects of
exposure to other pollutants such as ozone, sulfur dioxide and inhalable particles.
Although there have been many studies which have investigated the health effects of nitrogen dioxide,
no consistent impacts have been demonstrated. Increases in nitrogen dioxide concentration have been
associated with increases in respiratory hospital admissions for all age groups in the UK (Walters et al.
1995). A Swiss study (SAPALDIA) group has also reported increases in rhinitis, dyspnoea, wheeze,
increase in sputum and chronic cough associated with increases in nitrogen dioxide concentrations in
air (Leuenberger 1995).
High numbers of medical consultations for hay fever have been observed in areas with high nitrogen
dioxide concentrations and low pollen count in Aichi, Japan (Ozawa et al. 1994). It is hypothesised
that NO2 may intensify the allergic response, often in combination with SO2 (Moseholm et al. 1993;
Tunnicliffe et al. 1994; Wang et al. 1995). The Swiss SAPALDIA study has also reported decreases
in lung function with increases in nitrogen dioxide concentrations (Schindler et al. 1998). In Hong
Kong (a sub-tropical city), Wong et al. (2001) found significant effects on all the mortality outcomes
in the study for NO2, SO2 and O3 during the cool season. Concentrations of NO2 were associated with
daily hospital emergency transports for angina, cardiac insufficiency, myocardial infarction, asthma,
acute and chronic bronchitis, and pneumonia.
1.4 Sulfur Dioxide (SO2)
Sources
Sulfur dioxide (SO2) is a colourless gas with a sharp irritating odour. It is produced in the combustion
of coal and oil, and in the smelting of metallic sulfide ores. Ambient SO2 concentrations vary
seasonally, with higher levels occurring in the winter.
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Air NEPM and EPP Standards and Limits
The Air NEPM standards for SO2 are 0.20 ppm for a 1-hour average, 0.08 ppm for a 24-hour average,
and 0.02 ppm for a 1-year average. The 1-hour and 1-day averages are not to be exceeded more than
one day per calendar year. There are no allowable exceedences for the 1-year average.
Sulfur dioxide acts directly on the respiratory system, triggering rapid responses within minutes. The
maximum effect occurs within 10 to 15 minutes, particularly in those individuals with sensitive
airways, such as asthmatics. The most common symptoms are coughing, wheezing, and shortness of
breath. Asthmatics are most sensitive to SO2, usually suffering an acute response associated with a
sharp short-term decrease in lung function. However, repeated exposure does not appear to induce a
worsening of symptoms. Exercise has been shown to exacerbate the effect of sulfur dioxide on lung
function (Bascom et al. 1996).
A number of studies report a range of health effects associated with small increases in SO2
(Petroeschevsky et al. 2001; Chen et al. 1998; Bascom et al. 1996). However, it is often difficult to
separate SO2 from particulate matter when investigating such issues. The secondary formation of
sulfate particles from sulfur dioxide may also have an additional impact.
Several studies have investigated the relationship between SO2 concentrations in air and lung function,
hospital admissions and mortality (Katsouyanni et al. 1997; Roemer et al. 1993; Lebowitz 1996). One
study in Spain reported an increase in emergency room admissions of 6% in summer for an increase of
25 µg/m3 of SO2 (Sunyer et al. 1996). A similar association with respiratory hospital admissions for
asthma have also been found in Birmingham, UK, and Oulu, Finland (Walters et al. 1994; Rossi et al.
1993).
1.5 Particles
Airborne particles are a broad class of diverse substances that may be solid or liquid (liquid particles
are often called aerosols) and are produced by a wide range of natural and human activities.
Airborne particles are commonly classified by their size as total suspended particles (TSP), visibility-
reducing particles (PM2), and inhalable particles (coarse fraction PM10 and fine fraction PM2.5).
Total suspended particles are taken to be particles of an equivalent aerodynamic diameter of less than
50 µm. Inhalable particles are grouped into two size categories: those with a diameter of up to 10 µm
(PM10) and those with a diameter of up to 2.5 µm (PM2.5). Visibility-reducing particles are small
airborne particles ranging from 0.1 to 2.0 µm in size, reducing our ability to see objects at a distance
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by scattering light.
Sources
Human activity sources include combustion processes in motor vehicles (particularly diesel-fuelled
vehicles), industrial and commercial boilers and incinerators, power generating plants, solid fuel
domestic heating, domestic incineration and the burning of vegetation (e.g. for bushfire prevention or
clearing of agricultural stubble). Natural sources of airborne particles include fine soil particles and
smoke particles from bushfires.
PM10
Inhalable particles are associated with increases in respiratory illnesses such as asthma, bronchitis and
emphysema, with an increase in risk related to their size, chemical composition and concentration.
Particles in the PM10 size fraction have been strongly associated with increases in the daily
prevalence of respiratory symptoms, hospital admissions and mortality.
There is some evidence to suggest that particles within the PM10 fraction, such as PM2.5 and PM1.0,
might be more deleterious to health than other size fractions.
Air NEPM Standard
The Air NEPM standard for PM10 is 50 µg/m3 for a 24-hour averaging period, which may not be exceeded more than 5 days per year.
Research to date suggests that particles less than 10 µm in aerodynamic diameter (PM10) are of a
health concern. These small irritant particles easily enter into the lungs and aggravate the lung tissue,
the degree to which is determined by their chemical composition (Dockery et al. 1992; Ransom and
Pope 1992).
Many studies have reported positive relationships between airborne particles and hospitalisation
and/or emergency room visits for respiratory illness (Pope et al. 1991; Schwartz 1994a; Wordley et al.
1997; Thurston 1996; Pope 1996).
For changes of 10 µg/m3 in daily PM10, an increase in mortality of 1% has been reported (Ostro et al.
1996). Several of these studies have reported these associations with concentrations below current air
quality standards for particulate matter. Specifically, increases in daily PM10 concentrations have
been found to increase the risk of hospital admissions for pneumonia and COPD for individuals aged
65 years or older (Schwartz 1994a, 1994b, 1994c). A similar study found an association between
daily PM10 concentrations and ischaemic heart disease admissions (Schwartz and Morris 1995).
Results from the Adventist Health and Smog study suggest that long-term concentrations of airborne
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particulate matter have a greater effect on respiratory disease than other air pollutants (Abbey et al.
1993a, 1993b, 1995). Associations between particulate air pollution and poor respiratory health in
asthmatic children have been reported (Dockery and Pope 1994; Bates et al. 1995; Timonen and
Pekkanen 1997). These associations have been found at relatively low concentrations of particulate
matter (13 to 18 µg/m3).
No lower limit for the onset of adverse health effects has yet been observed (Schwartz 1994b;
Wordley et al. 1997).
PM2.5
Increasing evidence suggests that PM2.5 may be strongly implicated as the major influence on the
health effects associated with PM10. Particles in the PM2.5 size fraction can be inhaled more deeply
into the lungs than PM10, and have been associated with health effects similar to those of PM10. No
lower limit for the onset of adverse health effects has yet been observed.
Currently, an Australian air quality standard or guideline for PM2.5 has not been developed. The US
EPA standard is 65 µg/m3 (24-hour average).
PM2.5 (estimated from visibility data) has been positively associated with the development of chronic
bronchitis (Abbey et al. 1995).
Visibility Reducing Particles (Bsp)
Fine particles, mainly in the PM2 size range, cause a reduction in visibility and hence adversely
impact visual amenity through the presence of haze.
Visibility reduction may persist for short or quite long periods but, because haze is readily noticeable,
a short averaging period of one hour is usually adopted. The Victorian EPA standard for visibility is a
local visual distance of 20 kilometres which is equivalent a Bsp value of 2.10 x 10-4 m-1 (Bsp is the
light scattering coefficient for particles as measured by an integrating nephelometer). This same
standard is used as a guideline for visibility in Western Australia.
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Appendix 2. Preliminary Time Series Regression
Analysis
Previous studies of air pollution and health have used Poisson regression time series analyses. In this
study, we followed the APHEA (Air Pollution and Health European Approach) protocol (Katsouyanni
et al. 1996; Schwartz et al. 1996) so that our results could be compared with similar studies elsewhere.
2.1 Study Design
The study design was an ecological time series analysis as utilised by the Air Pollution and Health
European Approach (APHEA) group (Katsouyanni et al. 1995). It was used to investigate the
relationship between daily mortality and daily hospitalisation in the Perth metropolitan area between 1
January 1992 and 31 December 1997.
Time series studies of morbidity are ecological epidemiological studies that look at daily emergency
attendance or hospital admissions data over a specified period of time. In the context of air pollution,
these studies involve the analysis of daily air pollution data in relation to daily emergency attendance
or hospital admissions data. Due to the low number of daily hospital admissions as well as the minor
contribution of air pollution to the day-to-day variation of such hospital admissions, these studies
require data from large populations over a number of years. The data used in these time series studies
consist of routinely collected records of hospital admissions and air pollution from defined
geographical areas, thereby eliminating the need for accessing information on individuals per se.
The advantages of time series studies are that they are non-invasive, use routinely collected data, and
reduce confounding, since factors such as smoking, blood pressure, diet, socioeconomic factors and
genetic predisposition do not vary from day to day and are not correlated with air pollution. As a
result, time series studies are relatively inexpensive.
However, time series studies do suffer from a number of limitations. Confounding from variables
such as meteorology and temperature may occur, but these factors can be taken into account by the
analytical method used, unlike other ecological study designs. Other limitations include:
• The inability to distinguish between mixtures of pollutants in ambient air;
• The use of selected fixed monitoring sites for measuring pollutant levels of ambient air which may
not be representative of the study area;
• The inability to differentiate between acute and chronic effects;
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• The difficulty in determining independent effects from a range of interrelated, correlated factors;
• The confounding co-pollutant effects;
• The use of ambient data as opposed to the use of personal measures of exposure (Hall 1996).
Time series studies are used to explore correlations between environmental exposures and daily
morbidity over time. However, they cannot ascertain direct causal relationships between health status
and a pollutant or combined pollutants. Different chemical species within pollutants can interact,
causing additive or synergistic effects and it is not possible to include such effects in this type of study
design.
Despite these limitations, there have been numerous international studies, using different analytical
methods, which have shown remarkably consistent results in regards to the relationship of air pollution
and increased morbidity. These studies are consistent with other studies of air pollution using case-
control and cohort designs, indicating that the observed associations are relatively robust and are not
simply an artefact of confounding.
2.2 Study Area, Study Population and Data Collection
The study area, study population and data collection were as per the case-crossover study and are
described in detail in Sections 3.1 and 3.2.
2.3 Statistical Analysis
The APHEA protocol includes a parametric method of analysing epidemiological time series data to
detect the short-term health effects of air pollutants. As parts of the protocol may be open to different
interpretations, the procedures undertaken in this study are described below.
The basic model fitted was a Gaussian linear regression model for the log of the number of deaths.
For all groups, except ‘all age-all causes’, 1 was added to each day’s deaths before log transformation.
At each stage of the modelling process, residuals from the fitted model were plotted against time and
examined for trends, cyclic variation, outliers, and partial auto-correlation.
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Seasonality was controlled by inclusion of the functions:
α sin(2πkt/365.25) + β cos(2πkt/365.25)
for k = 0.5,1,2,3,4,5,6 and t = 1 to 2161 (the number of days of study)
The calculations cover all possible variations in seasonality.
Long-term trends were controlled by the inclusion of the day number in the time series as a variable
(t=1 to 2161) and its square. Further dummy variables for year were also tested.
This process of de-trending and de-seasonalising was carried out first for the event data, second for
temperature and humidity, and finally for the pollutants themselves. Residuals from each of the
processes were plotted against each other to examine the form of the dose-response curve. For each
particular pollutant, the residuals from the adjusted model for each separate outcome were regressed
on each combination of each type of lag (0, 1, 2, 3, 0-1, 0-2, 0-3) days and each averaging time (1-hr,
4-hr, 8-hr, 24-hr) individually. Only the most statistically significant positive effect was included in
the final model as specified in the APHEA protocol. Any significant or large single pollutant effects
were subsequently modelled together in pairs.
Exploratory analyses were carried out as described in the APHEA protocol. The computer routine
Arpois (Tobias and Campbell 1998) in the statistical computer package STATA (Stata Corporation
1999) was used for the sets of time series analyses. Arpois estimates a Poisson model allowing for
auto-correlation and overdispersion (Schwartz et al. 1996). This model was developed for the
APHEA project (Katsouyanni et al. 1996), and has been extensively used to analyse time series
regression for counts. The models used were second order auto-regressive models.
Variables indicating public holidays and day of week were included. Influenza epidemics were
accounted for by numbers of virus isolates reported by the State Health Laboratories. These were only
available for the middle 4 years of the study period and were provided as aggregated monthly figures.
There were very few days for which there were no data available to generate a distribution of air
quality concentrations. Days for which no measures of any particular pollutants had been made were
ignored in the analyses involving the particular pollutant. When days of missing data occur
randomly—as appeared to be the case in this study—this method is not likely to introduce selection
bias.
Analyses were also carried out separately for ‘summer’ (November to April) and ‘winter’ (May to
October). In addition to the day of the week variables, a separate dummy variable that indicated
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public holidays (whose dates vary from year to year) was included. Daily meteorological variables
were included with lags applied in the same manner as for the air pollutants. Influenza epidemics
were accounted for by numbers of virus isolates reported by the State Health Laboratories. These
were only available for the middle 4 years of the study period and were provided as aggregated
monthly figures.
2.4 Results
Day-of-the-week effects were not significant for the mortality models, but there were significant non-
linear effects of both temperature and humidity. Plots of pollutant effects against residuals from the
de-trended de-seasonalised temperature and humidity model did not show any obvious non-linearity
for any of the pollutants. The results of the mortality study showed a significant association between
nitrogen dioxide and all-cause, respiratory and ‘other’ (non-specified disease group) mortality in
summer. No other significant associations were observed.
The morbidity models used a sixth order model. Day-of-the-week effects were highly significant in
the morbidity models. There were also significant non-linear effects of both temperature and humidity
in these models. Plots of pollutant effects against residuals from the de-trended de-seasonalised
temperature and humidity model did not show any obvious non-linearity for any of the pollutants.
Effect sizes and 95% confidence intervals were generated and are expressed in terms of the percent
change in rate of a particular response for an increase of either 1 unit (CO and Bsp) or 10 units (NO2,
O3 and PM2.5). These are of the same order as the amount of variability of each pollutant. They
therefore represent the percentage increase in numbers of deaths or numbers of hospitalisations that
are predicted to occur when the level of CO increases by 1 part per million, the visibility level
increases by 1 bscat/104, the NO2 level increases by 10 parts per billion, the O3 levels increases by 10
parts per billion, and the modelled PM2.5 levels increase by 10 µg/m3. They all therefore predict
linear increases (or decreases) on the percentage or logarithmic scale.
The associations were generated for two seasons: summer (November to April) and winter (May to
October) as well as all year.
The results of the hospitalisation study showed positive significant relationships between daily
hospitalisation for respiratory disease, cardiovascular disease and asthma with daily ambient ozone
concentrations in summer with risk estimates per 10 ppb of ozone between 3 and 13% (Table 2.1).
Ozone concentration was associated with a 13% increase in risk of hospitalisations of children with
asthma. Increases in the risk of daily hospitalisation for all respiratory, asthma, COPD and
pneumonia/flu were associated with daily particulate concentrations (Bsp and PM2.5 modelled), with
a significant increase of 3.9% in respiratory hospitalisation for the elderly for every 10 µg/m3 increase
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in concentration.
Increases in risk were also observed for nitrogen dioxide and cardiovascular disease hospitalisation
and ozone and gastrointestinal disease hospitalisation.
No significant associations were observed for carbon monoxide and hospitalisation, although positive
non-significant relationships were observed for cardiovascular, pneumonia and respiratory disease (>
65 years of age).
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Table 2.1 - Hospitalisation and Pollutants (% Change in Risk and 95%CI)
Averaging Time
Lag Summer p Winter p AllYear p
All respiratory #NO2 1h 3 0.8
-0.9,2.5 .36 1.1
-0.6,2.7 .20 1.0
-0.1,2.2 .08
#O3 4h 0-3 5.0 1.3,8.8
.007 -1.6 -5.9,3.0
.49 2.7 -0.1,5.5
.05
#PM2.5 24h 1 2.9 -1.5,6.9
.20 1.1 -0.2,1.9
.09 1.2 -0.1,1.8
.06
†BSP 1h 0-3 1.5 -1.9,4.9
.39 1.2 -0.0,2.4
.06 1.4 0.4,2.5
.008
‡CO 8h 0 0.4 -1.2,2.5
.61 -0.5 -1.9,2.1
.45 0.0 -1.1,1.0
.99
Asthma NO2 24h 0 5.3
-1.9,11.3 .15 -2.1
-6.6,7.3 .37 2.0
-1.8,6.0 .30
O3 4h 0-3 8.6 2.4,15.2
.006 -1.9 -8.9,5.6
.60 4.8 0.2,9.6
.04
PM2.5 24h 0-3 5.4 -6.4,19.6
.39 3.7 0.3,5.2
.03 3.6 0.4,4.9
.03
BSP 24h 3 -6.1 -21.9,32.1
.51 11.2 1.2,22.2
.03 7.3 -1.4,16.8
.10
CO 8h 0 0.3 -2.4,3.0
.85 -0.6 -2.8,1.6
.57 -0.3 -1.9,1.4
.72
Cardiovascular NO2 24h 0-2 9.4
4.4,14.6 <.001 0.5
-2.8,3.9 .78 3.7
1.0,6.3 .006
O3 4h 0-3 3.1 0.0,6.4
.05 2.9 -1.5,7.5
.20 2.8 0.4,5.3
.02
PM2.5 24h 0-3 3.9 -2.3,10.4
.22 0.9 -1.2,3.0
.43 1.3 -0.6,3.2
.19
BSP 1h 3 0.2 -1.3,1.7
.80 0.4 -0.4,1.2
.28 0.6 -0.1,1.2
.11
CO 8h 2 -0.2 -1.7,1.3
.79 0.9 -0.5,2.4
.21 0.7 -0.3,1.8
.17
COPD NO2 1h 2 0.9
-4.1,6.1 .74 -3.4
-7.6,1.0 .13 -1.1
-4.2,2.1 .49
O3 1h 2 1.3 -3.4,6.2
.61 -3.9 -10.7,3.3
.28 0.5 -3.3,4.4
.80
PM2.5 24h 1 15.6 3.4,29.4
.01 -0.7 -4.3,3.0
.62 0.7 -2.5,4.0
.67
BSP 24h 3 17.2 -13.6,58.9
.31 17.2 0.5,36.5
.04 17.7 3.1,34.3
.02
CO 8h 0 0.1 -4.2,4.5
.98 -0.9 -4.4,2.8
.62 -0.1 -2.8,2.7
.94
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Averaging Time
Lag Summer p Winter p All Year p
Pneumonia/flu #NO2 1h 3 2.9
-0.9,6.9 .14 -1.6
-5.2,2.1 .39 1.3
-1.2,3.9 .32
#O3 8h 3 4.5 -1.1,10.3
.11 1.4 -5.5,8.7
.70 4.2 0.0,8.7
.05
#PM2.5 24h 2 -0.9 -10.5,9.7
.86 3.6 0.8,6.5
.01 3.3 0.7,6.0
.01
†BSP 1h 0-3 5.1 -2.5,13.1
.19 1.6 -1.1,4.4
.24 3.0 0.6,5.4
.02
‡CO 8h 0-1 1.7 -2.6,6.3
.44 3.2 -0.7,7.2
.11 2.7 -0.1,5.7
.06
Asthma < 15y NO2 24h 0 5.3
-3.5,14.9 .25 -3.6
-9.3,2.4 .24 1.2
-3.6,6.2 .65
O3 4h 0-3 13.0 5.1,21.6
.001 -5.7 -14.3,3.8
.23 5.3 -0.5,11.4
.08
PM2.5 24h 1 6.3 -2.7,16.2
.17 2.3 -0.1,4.8
.06 2.6 0.2,5.0
.03
BSP 24h 3 .5 -19.5,25.5
.97 13.1 0.0,27.9
.05 10.9 -0.5,23.5
.06
CO 8h 0 0.6 -2.6,3.9
.71 -1.6 -4.4,1.2
.26 -0.7 -2.8,1.4
.51
Respiratory > 64y NO2 1h 3 2.3
-0.8,5.4 .15 -0.1
-2.9,2.8 .95 1.5
-0.5,3.5 .15
O3 4h 0-3 0.6 -5.7,7.3
.86 -4.7 -11.9,3.1
.23 -0.7 -5.4,4.1
.77
PM2.5 24h 1 7.1 -0.9,15.7
.08 0.3 -2.1,2.7
.83 1.0 -1.2,3.2
.39
BSP 1h 0-3 5.3 -0.7,11.7
.09 3.2 1.1,5.4
.003 3.9 2.0,5.8
<.001
CO 8h 0 2.1 -0.8,5.2
.16 0.2 -2.2,2.7
.88 1.4 -0.5,3.3
.16
Gastrointestinal NO2 24h 2 2.2
-2.4,6.9 .35 5.3
1.2,9.6 .01 3.1
0.2,6.1 .04
O3 4h 0-3 4.1 0.3,8.0
.03 11.3 5.0,18.0
<.001 4.9 1.8,8.1
.002
PM2.5 24h 1 3.8 -0.8,8.6
.11 1.1 -0.6,2.8
.21 1.5 -0.1,3.0
.06
BSP 1h 1 1.3 -0.6,3.2
.18 0.5 -0.6,1.6
.35 0.8 -0.1,1.7
.08
CO 8h 3 -1.9 -3.6,-0.2
.03 2.2 0.3,4.1
.03 0.1 -1.1,1.4
.84
#ppb; †bscat/104; ‡ppm
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2.5 Discussion
Time series studies conducted around the world indicate ambient air quality is associated with
increases in morbidity, the most common associations being the effect of particulate and ozone
concentrations and respiratory and cardiovascular disease outcomes (Loomis 2000).
The results of this study support these findings. The preliminary time series analysis demonstrated a
significant association between NO2, O3, and particulate (PM2.5 and Bsp) concentrations and
respiratory, asthma, COPD, pneumonia, and cardiovascular hospitalisations. These results are
consistent with a number of international studies (Appendix 12)(Schwartz 1994a, 1994b, 1994c, 1996;
Department of Health 1998). They are also consistent with those obtained in both the Brisbane and
Sydney studies (Petroeschevsky et al. 2001).
In particular, ozone was associated with the risk of hospitalisation for all respiratory diseases,
cardiovascular diseases and asthma. The effect estimate was higher for asthma patients under 15 years
of age. Particulate concentrations were significantly associated with respiratory conditions (all ages
and >64 years of age), asthma (all ages and <15 years of age), COPD and pneumonia/flu. The effects
estimate was higher for those over 64 years. Again, these results are consistent with the Brisbane and
Sydney studies among others (Schwartz 1994a, 1994b; Petroeschevsky et al. 2001; Morgan et al.
1998).
The Perth results show that when modelled PM2.5 concentrations were used in the analysis as
compared to Bsp, similar associations were observed. However, the 95% confidence intervals for
PM2.5 were much smaller, indicating a higher level of confidence in the results. The results from this
modelled PM2.5 analysis are consistent with the international literature (Loomis 2000).
The significant effects noted for gastrointestinal (GI) disease admissions are difficult to explain,
however GI admissions did follow a markedly seasonal pattern (many more admissions in summer)
and curiously showed an almost 100% increase from 1996 to 1997 which indicates coding changes or
some other error that requires follow up with the Department of Health. The APHEA approach could
have resulted in mis-specification of the time series model inducing a spurious association.
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Appendix 3. Commencement Month and Year of Monitoring for Air Pollutants in the Perth Metropolitan Area
Station SO2 O3 NO2 CO PM10* PM2.5 Bsp Caversham 1/90 9/90 1/92 1/94 1/94 1/90 Duncraig 8/95 8/95 9/94 1/94 1/94 Hope Valley 1/89 1/90 1/90 Leeming 1/97 10/96 1/97 10/96 Queens Buildings 1/90 1/89 1/82 1/90 Quinns Rock 1/93 1/93 1/96 Rolling Green 1/93 1/93 Rockingham 1/90 1/96 1/96 1/90 Swanbourne 10/92 10/92 3/94 1/93 Cullucabardee** 93-95 93-95 Jandakot** 94-95 94-95 Kenwick** 92-95 92-95 Rottnest** 93-95 93-95 Two Rocks** 92-94 92-94 *Sample taken by HIVOL every 6 days (not included in the analysis and not marked on network map in Fig 1)
** Samples taken for the photochemical smog study conducted between 1992 and 1995
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Appendix 4. Selected Interpolated and Modelled PM2.5
Concentration Contours for Perth
CA 9.6
DU14.9
LE18.1
SW 4.6QB 6.5
QR 3.5
HV 5.1
CA 9.6
DU14.9
LE18.1
SW 4.6QB 6.5
QR 3.5
HV 5.1
Interpolated average PM2.5 concentrations(µg m-3), for the period June-July 1997
Average PM2.5 concentrations (µg m-3) for thePerth region, modelled for the period June-July1997, and adjusted to match measured andestimated PM2.5 values at all monitoring sites.
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63
App
endi
x 5.
D
aily
Num
ber
of D
eath
s bet
wee
n 19
92 a
nd 1
996
N
ovem
ber-
Apr
il M
ay-O
ctob
er
All
year
M
ean
SD
10th
ce
ntile
90
th
cent
ile
Mea
n SD
10
th
cent
ile
90th
ce
ntile
M
ean
SD
10th
ce
ntile
90
th
cent
ile
All
deat
hs
24.2
5.
4 18
31
29
.2
6.2
21
37
26.8
6.
3 19
35
All
deat
hs 6
5 ye
ars a
nd o
ver
18.8
4.
7 13
25
23
.4
5.6
17
31
21.1
5.
7 14
29
CV
D d
eath
s 10
.2
3.4
6 15
12
.9
3.8
8 18
11
.6
3.9
7 17
CV
D d
eath
s 65
and
over
3.
1 5
13
11.4
3.
6 7
16
10.1
3.
6 6
15
Res
pira
tory
dea
ths
1.8
1.4
0 4
2.9
2.0
1 5
2.4
1.8
0 5
Res
pira
tory
dea
ths >
65
1.
5 1.
3 0
3 2.
6 1.
9 0
5 2.
1 1.
7 0
4
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64
App
endi
x 6.
A
ir P
ollu
tion
Con
cent
ratio
ns a
nd M
eteo
rolo
gica
l Par
amet
ers
N
ovem
ber-
Apr
il M
ay-O
ctob
er
All
year
Mea
n SD
10
th
cent
ile
90th
ce
ntile
M
ean
SD
10th
ce
ntile
90
th
cent
ile
Mea
n SD
10
th
cent
ile
90th
ce
ntile
N
O2 -
24h
ave
(ppb
) 9.
6 4.
8 4.
3 15
.7
11.1
5.
1 4.
8 18
.0
10.3
5.
0 4.
4 17
.1
NO
2 - 1
h m
ax (p
pb)
24.7
11
.1
12.4
39
.2
24.9
8.
9 14
.4
35.7
24
.8
10.1
13
.3
37.5
O3 -
8h
max
(ppb
) 27
.7
7.4
19.5
38
.3
24.2
4.
9 18
.4
30.5
25
.9
6.5
18.9
34
.1
O3 -
4h
max
(ppb
) 31
.1
9.4
20.8
45
.0
26.6
5.
0 21
.1
32.3
28
.8
7.8
21
39.5
O3 -
1h
max
(ppb
) 35
.0
12.4
22
.1
53.7
28
.3
5.6
22.4
34
.0
31.6
10
.2
22.2
46
.1
Bsp
- 24
h av
e (b
scat
/104 )
0.20
0.
13
0.09
0.
33
0.30
0.
23
0.12
0.
57
0.25
0.
20
0.10
0.
47
Bsp
- 1h
max
(bsc
at/1
04 ) 0.
74
0.87
0.
25
1.39
1.
61
1.70
0.
39
3.73
1.
2 1.
4 0.
3 2.
6
CO
- 8h
max
(ppm
) 2.
2 1.
3 0.
8 4.
2 2.
4 1.
2 1.
1 4.
2 2.
3 1.
3 0.
9 4.
2
*PM
10 -
24h
ave
(ppb
) 20
.6
7.7
12.6
29
.7
18.8
7.
8 10
.7
29.0
19
.6
7.8
11.3
29
.5
**PM
2.5 –
24h
ave
(ppb
) 8.
6 3.
8 4.
9 13
.1
9.7
4.7
5.1
16.2
9.
2 4.
3 5.
0 14
.5
Tem
pera
ture
- 24
h av
e 21
.8
3.4
17.8
26
.7
15.1
2.
5 12
.0
18.2
18
.4
4.5
13.0
24
.7
Hum
idity
– 2
4h a
ve
56.2
15
.3
35
75.5
71
.4
12.2
53
.5
85.0
64
.0
15.8
40
.5
82.5
* A
vaila
ble
only
wee
kly
** M
odel
led
PM2.
5 dat
a
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65
Appendix 7. Association between Meteorological and Pollution Measures
CORRELATION COEFFICIENTS BETWEEN POLLUTION MEASURES
NO2 24-hr O3 8-hr Bsp CO 24-hr O3 All year -0.06
Warm 0.35 Cool -0.11
Bsp All year 0.39 0.01 Warm 0.26 0.28 Cool 0.42 0.02
CO All year 0.57 0.00 0.35 Warm 0.57 0.16 0.24 Cool 0.55 0.00 0.37
Temp All year -0.12 0.20 -0.27 Warm 0.22 0.51 0.04 0.04 Cool -0.19 0.04 -0.31 -0.11
Humidity All year 0.18 -0.12 0.25 Warm 0.01 -0.31 0.18 0.26 Cool 0.15 0.00 0.11 0.33
CORRELATION COEFFICIENTS BETWEEN POLLUTION MEASURES AFTER ADJUSTMENT FOR TREND,
SEASONALITY AND METEOROLOGICAL VARIABLES
NO2 O3 BSP O3 All year 0.08
Summer 0.42 Winter 0.04
BSP All year 0.41 0.07 Summer 0.31 0.32 Winter 0.47 0.04
CO All year 0.42 0.15 0.34 Summer 0.25 0.31 0.25 Winter 0.43 0.15 0.43
Note: Summer is defined as months between November and April, and winter, May to October.
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66
App
endi
x 8.
C
ase-
Cro
ssov
er A
naly
sis R
esul
ts –
Mor
talit
y 8.
1 C
ardi
ovas
cula
r D
isea
se M
orta
lity:
Odd
s rat
io o
f dea
th p
er u
nit i
ncre
ase
in p
ollu
tant
, with
95%
con
fiden
ce in
terv
als
Pollu
tant
Lag
A
ll Y
ear
OR
(95%
CI)
Se
ason
al D
iffer
ence
(p
-val
ue)
Seas
onal
Dir
ectio
n
PM2.
5 (µ
g/m
3 ) la
g 0
0.99
90 (0
.997
1,1.
0009
) 0.
07
n.s.
PM2.
5 (µ
g/m
3 ) la
g 1
0.99
86 (0
.996
7,1.
0005
) 0.
13
n.s.
PM2.
5 (µ
g/m
3 ) la
g 2
0.99
88 (0
.996
8,1.
0007
) 0.
18
n.s.
PM2.
5 (µ
g/m
3 ) la
g 3
1.00
07 (0
.998
8,1.
0026
) 0.
93
n.s.
PM2.
5 (µ
g/m
3 ) cu
rren
t day
+ la
g 1
0.99
82 (0
.995
9,1.
0005
) 0.
05
Sum
mer
(+)
PM2.
5 (µ
g/m
3 ) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
76 (0
.994
9,1.
0003
) 0.
05
Sum
mer
(+)
PM2.
5 (µ
g/m
3 ) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
82 (0
.995
2,1.
0012
) 0.
12
n.s.
Nep
h, 1
-hr m
ax (B
sp)
lag
0 0.
9949
(0.9
834,
1.00
65)
0.60
n.
s. N
eph,
1-h
r max
(Bsp
) la
g 1
1.00
04 (0
.988
8,1.
0122
) 0.
44
n.s.
Nep
h, 1
-hr m
ax (B
sp)
lag
2 1.
0017
(0.9
902,
1.01
33)
0.07
n.
s. N
eph,
1-h
r max
(Bsp
) la
g 3
1.00
20 (0
.990
6,1.
0136
) 0.
36
n.s.
Nep
h, 1
-hr m
ax (B
sp)
curr
ent d
ay +
lag
1 0.
9966
(0.9
829,
1.01
06)
0.44
n.
s. N
eph,
1-h
r max
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
82 (0
.982
7,1.
0140
) 0.
13
n.s.
Nep
h, 1
-hr m
ax (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
30.
9996
(0.9
825,
1.01
70)
0.37
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
lag
0 1.
0009
(0.9
197,
1.08
94)
0.20
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
lag
1 0.
9622
(0.8
837,
1.04
78)
0.67
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
lag
2 0.
9597
(0.8
820,
1.04
43)
0.23
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
lag
3 0.
9586
(0.8
805,
1.04
35)
0.76
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
curr
ent d
ay +
lag
1 0.
9778
(0.8
868,
1.07
81)
0.35
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 0.
9615
(0.8
622,
1.07
23)
0.26
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
30.
9442
(0.8
379,
1.06
41)
0.46
n.
s. C
O, 8
-hr m
ax (p
pm)
lag
0 0.
9946
(0.9
781,
1.01
15)
0.32
n.
s. C
O, 8
-hr m
ax (p
pm)
lag
1 1.
0025
(0.9
861,
1.01
91)
0.68
n.
s. C
O, 8
-hr m
ax (p
pm)
lag
2 1.
0008
(0.9
844,
1.01
75)
0.85
n.
s. C
O, 8
-hr m
ax (p
pm)
lag
3 0.
9967
(0.9
804,
1.01
33)
0.64
n.
s. C
O, 8
-hr m
ax (p
pm)
curr
ent d
ay +
lag
1 0.
9993
(0.9
802,
1.01
88)
0.65
n.
s. C
O, 8
-hr m
ax (p
pm)
curr
ent d
ay +
lag
1 +
lag
2 0.
9980
(0.9
767,
1.01
99)
0.93
n.
s. C
O, 8
-hr m
ax (p
pm)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
30.
9939
(0.9
705,
1.01
80)
0.58
n.
s.
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67
Po
lluta
nt
L
ag
All
Yea
r O
R (9
5% C
I)
Seas
onal
Diff
eren
ce
(p-v
alue
) Se
ason
al D
irec
tion
O3,
1-hr
max
(ppb
) la
g 0
1.00
18 (0
.999
9,1.
0036
) 0.
93
n.s.
O3,
1-hr
max
(ppb
) la
g 1
1.00
12 (0
.999
2,1.
0031
) 0.
59
n.s.
O3,
1-hr
max
(ppb
) la
g 2
1.00
03 (0
.998
5,1.
0021
) 0.
40
n.s.
O3,
1-hr
max
(ppb
) la
g 3
0.99
97 (0
.997
9,1.
0015
) 0.
31
n.s.
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
1.00
23 (0
.999
9,1.
0046
) 0.
69
n.s.
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
20 (0
.999
2,1.
0049
) 0.
96
n.s.
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
15 (0
.998
4,1.
0047
) 0.
89
n.s.
O3,
4-hr
max
(ppb
) la
g 0
1.00
26 (1
.000
3,1.
0049
) 0.
88
n.s.
O3,
4-hr
max
(ppb
) la
g 1
1.00
18 (0
.999
3,1.
0042
) 0.
66
n.s.
O3,
4-hr
max
(ppb
) la
g 2
1.00
07 (0
.998
3,1.
0030
) 0.
51
n.s.
O3,
4-hr
max
(ppb
) la
g 3
0.99
96 (0
.997
3,1.
0018
) 0.
49
n.s.
O3,
4-hr
max
(ppb
) cu
rren
t day
+ la
g 1
1.00
33 (1
.000
3,1.
0063
) 0.
67
n.s.
O3,
4-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
29 (0
.999
4,1.
0065
) 0.
85
n.s.
O3,
4-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
20 (0
.998
1,1.
0060
) 0.
94
n.s.
O3,
8-hr
max
(ppb
) la
g 0
1.00
34 (1
.000
5,1.
0063
) 0.
81
n.s.
O3,
8-hr
max
(ppb
) la
g 1
1.00
25 (0
.999
5,1.
0055
) 0.
92
n.s.
O3,
8-hr
max
(ppb
) la
g 2
1.00
10 (0
.998
1,1.
0038
) 0.
55
n.s.
O3,
8-hr
max
(ppb
) la
g 3
1.00
00 (0
.997
3,1.
0028
) 0.
70
n.s.
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
1.00
42 (1
.000
6,1.
0079
) 0.
77
n.s.
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
35 (0
.999
3,1.
0078
) 0.
85
n.s.
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
27 (0
.998
0,1.
0073
) 0.
87
n.s.
NO
2, 24
-hr a
vera
ge (p
pb)
lag
0 1.
0015
(0.9
973,
1.00
57)
0.16
n.
s. N
O2,
24-h
r ave
rage
(ppb
) la
g 1
1.00
20 (0
.997
8,1.
0062
) 0.
19
n.s.
NO
2, 24
-hr a
vera
ge (p
pb)
lag
2 1.
0027
(0.9
985,
1.00
69)
0.14
n.
s. N
O2,
24-h
r ave
rage
(ppb
) la
g 3
0.99
92 (0
.995
0,1.
0034
) 0.
71
n.s.
NO
2, 24
-hr a
vera
ge (p
pb)
curr
ent d
ay +
lag
1 1.
0025
(0.9
977,
1.00
73)
0.15
n.
s. N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
37 (0
.998
3,1.
0091
) 0.
11
n.s.
NO
2, 24
-hr a
vera
ge (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 1.
0030
(0.9
972,
1.00
90)
0.17
n.
s. N
O2,
1-hr
max
(ppb
) la
g 0
1.00
08 (0
.999
0,1.
0026
) 0.
12
n.s.
NO
2, 1-
hr m
ax (p
pb)
lag
1 1.
0011
(0.9
992,
1.00
29)
0.09
n.
s. N
O2,
1-hr
max
(ppb
) la
g 2
1.00
09 (0
.999
1,1.
0027
) 0.
06
n.s.
NO
2, 1-
hr m
ax (p
pb)
lag
3 1.
0001
(0.9
983,
1.00
19)
0.45
n.
s. N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
1.00
13 (0
.999
2,1.
0034
) 0.
09
n.s.
NO
2, 1-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 1.
0017
(0.9
993,
1.00
41)
0.05
n.
s. N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
17 (0
.999
1,1.
0043
) 0.
08
n.s.
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68
8.2
Res
pira
tory
Mor
talit
y: O
dds r
atio
of d
eath
per
uni
t inc
reas
e in
pol
luta
nt, w
ith 9
5% c
onfid
ence
inte
rval
s
Pollu
tant
Lag
A
ll Y
ear
OR
(95%
CI)
Se
ason
al D
iffer
ence
(p
-val
ue)
Seas
onal
Dir
ectio
n
PM2.
5 (µ
g/m
3 ) la
g 0
0.99
36 (0
.989
2,0.
9981
) 0.
59
n.s.
PM2.
5 (µ
g/m
3 ) la
g 1
0.99
62 (0
.991
7,1.
0007
) 0.
39
n.s.
PM2.
5 (µ
g/m
3 ) la
g 2
1.00
02 (0
.996
2,1.
0042
) 0.
28
n.s.
PM2.
5 (µ
g/m
3 ) la
g 3
1.00
04 (0
.996
3,1.
0046
) 0.
61
n.s.
PM2.
5 (µ
g/m
3 ) cu
rren
t day
+ la
g 1
0.99
23 (0
.986
9,0.
9977
) 0.
85
n.s.
PM2.
5 (µ
g/m
3 ) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
37 (0
.987
7,0.
9997
) 0.
56
n.s.
PM2.
5 (µ
g/m
3 ) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
43 (0
.987
6,1.
0011
) 0.
53
n.s.
Nep
h, 1
-hr m
ax (B
sp)
lag
0 0.
9733
(0.9
487,
0.99
86)
0.38
n.
s. N
eph,
1-h
r max
(Bsp
) la
g 1
0.97
47 (0
.949
6,1.
0005
) 0.
72
n.s.
Nep
h, 1
-hr m
ax (B
sp)
lag
2 0.
9909
(0.9
663,
1.01
62)
0.96
n.
s. N
eph,
1-h
r max
(Bsp
) la
g 3
0.98
68 (0
.962
5,1.
0117
) 0.
30
n.s.
Nep
h, 1
-hr m
ax (B
sp)
curr
ent d
ay +
lag
1 0.
9643
(0.9
355,
0.99
41)
0.34
n.
s. N
eph,
1-h
r max
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
0.96
38 (0
.931
2,0.
9976
) 0.
45
n.s.
Nep
h, 1
-hr m
ax (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 0.
9591
(0.9
232,
0.99
65)
0.82
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
lag
0 0.
7678
(0.6
340,
0.92
99)
0.40
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
lag
1 0.
8334
(0.6
870,
1.01
11)
0.49
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
lag
2 0.
9697
(0.8
052,
1.16
79)
0.22
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
lag
3 0.
9267
(0.7
681,
1.11
81)
0.37
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
curr
ent d
ay +
lag
1 0.
7466
(0.5
987,
0.93
11)
0.83
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 0.
7744
(0.6
064,
0.98
90)
0.74
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 0.
7614
(0.5
818,
0.99
63)
0.58
n.
s. C
O, 8
-hr m
ax (p
pm)
lag
0 0.
9903
(0.9
526,
1.02
94)
0.46
n.
s. C
O, 8
-hr m
ax (p
pm)
lag
1 0.
9892
(0.9
527,
1.02
70)
0.61
n.
s. C
O, 8
-hr m
ax (p
pm)
lag
2 0.
9709
(0.9
348,
1.00
83)
0.86
n.
s. C
O, 8
-hr m
ax (p
pm)
lag
3 0.
9862
(0.9
495,
1.02
44)
0.93
n.
s. C
O, 8
-hr m
ax (p
pm)
curr
ent d
ay +
lag
1 0.
9906
(0.9
475,
1.03
55)
0.89
n.
s. C
O, 8
-hr m
ax (p
pm)
curr
ent d
ay +
lag
1 +
lag
2 0.
9735
(0.9
264,
1.02
31)
0.94
n.
s. C
O, 8
-hr m
ax (p
pm)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 0.
9595
(0.9
081,
1.01
38)
0.81
n.
s.
![Page 72: May 2003 Perth, Western AustraliaDepartment of …...The case-crossover study design is an alternative to the traditional time series analysis and considers the effects of transient](https://reader034.vdocument.in/reader034/viewer/2022042417/5f325bc02bf7ac6257604db4/html5/thumbnails/72.jpg)
69
Po
lluta
nt
L
ag
All
Yea
r O
R (9
5% C
I)
Seas
onal
Diff
eren
ce
(p-v
alue
) Se
ason
al D
irec
tion
O3,
1-hr
max
(ppb
) la
g 0
0.99
95 (0
.995
1,1.
0039
) 0.
92
n.s.
O3,
1-hr
max
(ppb
) la
g 1
0.99
90 (0
.994
5,1.
0034
) 0.
77
n.s.
O3,
1-hr
max
(ppb
) la
g 2
1.00
10 (0
.996
8,1.
0052
) 0.
27
n.s.
O3,
1-hr
max
(ppb
) la
g 3
1.00
21 (0
.997
8,1.
0063
) 0.
78
n.s.
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
0.99
91 (0
.993
5,1.
0046
) 0.
79
n.s.
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
01 (0
.993
6,1.
0066
) 0.
57
n.s.
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
10 (0
.993
8,1.
0084
) 0.
67
n.s.
O3,
4-hr
max
(ppb
) la
g 0
1.00
01 (0
.994
6,1.
0057
) 0.
92
n.s.
O3,
4-hr
max
(ppb
) la
g 1
1.00
04 (0
.994
8,1.
0060
) 0.
82
n.s.
O3,
4-hr
max
(ppb
) la
g 2
1.00
16 (0
.996
3,1.
0070
) 0.
37
n.s.
O3,
4-hr
max
(ppb
) la
g 3
1.00
35 (0
.998
1,1.
0088
) 0.
86
n.s.
O3,
4-hr
max
(ppb
) cu
rren
t day
+ la
g 1
1.00
09 (0
.993
9,1.
0078
) 0.
82
n.s.
O3,
4-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
22 (0
.994
2,1.
0103
) 0.
65
n.s.
O3,
4-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
36 (0
.994
5,1.
0127
) 0.
75
n.s.
O3,
8-hr
max
(ppb
) la
g 0
1.00
26 (0
.995
8,1.
0093
) 0.
91
n.s.
O3,
8-hr
max
(ppb
) la
g 1
1.00
28 (0
.996
0,1.
0095
) 0.
92
n.s.
O3,
8-hr
max
(ppb
) la
g 2
1.00
42 (0
.997
8,1.
0106
) 0.
42
n.s.
O3,
8-hr
max
(ppb
) la
g 3
1.00
62 (0
.999
8,1.
0127
) 0.
88
n.s.
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
1.00
45 (0
.996
3,1.
0129
) 0.
87
n.s.
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
71 (0
.997
7,1.
0167
) 0.
69
n.s.
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
93 (0
.998
8,1.
0199
) 0.
79
n.s.
NO
2, 24
-hr a
vera
ge (p
pb)
lag
0 0.
9937
(0.9
844,
1.00
31)
0.43
n.
s. N
O2,
24-h
r ave
rage
(ppb
) la
g 1
0.99
49 (0
.985
7,1.
0042
) 1.
00
n.s.
NO
2, 24
-hr a
vera
ge (p
pb)
lag
2 0.
9952
(0.9
860,
1.00
46)
0.65
n.
s. N
O2,
24-h
r ave
rage
(ppb
) la
g 3
0.99
99 (0
.990
5,1.
0096
) 0.
22
n.s.
NO
2, 24
-hr a
vera
ge (p
pb)
curr
ent d
ay +
lag
1 0.
9923
(0.9
817,
1.00
31)
0.64
n.
s. N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
09 (0
.979
1,1.
0028
) 0.
59
n.s.
NO
2, 24
-hr a
vera
ge (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 0.
9918
(0.9
787,
1.00
51)
0.41
n.
s. N
O2,
1-hr
max
(ppb
) la
g 0
0.99
83 (0
.994
2,1.
0024
) 0.
48
n.s.
NO
2, 1-
hr m
ax (p
pb)
lag
1 0.
9968
(0.9
927,
1.00
08)
0.49
n.
s. N
O2,
1-hr
max
(ppb
) la
g 2
0.99
80 (0
.994
0,1.
0021
) 0.
45
n.s.
NO
2, 1-
hr m
ax (p
pb)
lag
3 1.
0018
(0.9
976,
1.00
60)
0.19
n.
s. N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
0.99
65 (0
.991
7,1.
0013
) 0.
94
n.s.
NO
2, 1-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 0.
9958
(0.9
904,
1.00
12)
0.71
n.
s. N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
73 (0
.991
3,1.
0032
) 0.
46
n.s.
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70
8.3
‘O
ther
’ Mor
talit
y: O
dds r
atio
of d
eath
per
uni
t inc
reas
e in
pol
luta
nt, w
ith 9
5% c
onfid
ence
inte
rval
s
Pollu
tant
Lag
A
ll Y
ear
OR
(95%
CI)
Se
ason
al D
iffer
ence
(p
-val
ue)
Seas
onal
Dir
ectio
n
PM2.
5 (µ
g/m
3 ) la
g 0
0.99
99 (0
.998
1,1.
0019
) 0.
87
n.s.
PM2.
5 (µ
g/m
3 ) la
g 1
0.99
89 (0
.997
0,1.
0008
) 0.
94
n.s.
PM2.
5 (µ
g/m
3 ) la
g 2
0.99
91 (0
.997
1,1.
0010
) 0.
34
n.s.
PM2.
5 (µ
g/m
3 ) la
g 3
0.99
89 (0
.996
9,1.
0009
) 0.
21
n.s.
PM2.
5 (µ
g/m
3 ) cu
rren
t day
+ la
g 1
0.99
92 (0
.996
9,1.
0015
) 0.
97
n.s.
PM2.
5 (µ
g/m
3 ) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
87 (0
.996
0,1.
0013
) 0.
66
n.s.
PM2.
5 (µ
g/m
3 ) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
80 (0
.995
0,1.
0011
) 0.
45
n.s.
Nep
h, 1
-hr m
ax (B
sp)
lag
0 1.
0033
(0.9
921,
1.01
47)
0.89
n.
s. N
eph,
1-h
r max
(Bsp
) la
g 1
0.99
59 (0
.984
6,1.
0073
) 0.
64
n.s.
Nep
h, 1
-hr m
ax (B
sp)
lag
2 0.
9952
(0.9
839,
1.00
66)
0.20
n.
s. N
eph,
1-h
r max
(Bsp
) la
g 3
0.99
64 (0
.985
3,1.
0075
) 0.
72
n.s.
Nep
h, 1
-hr m
ax (B
sp)
curr
ent d
ay +
lag
1 0.
9995
(0.9
861,
1.01
31)
0.71
n.
s. N
eph,
1-h
r max
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
66 (0
.981
5,1.
0121
) 0.
39
n.s.
Nep
h, 1
-hr m
ax (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 0.
9949
(0.9
783,
1.01
19)
0.42
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
lag
0 1.
0063
(0.9
265,
1.09
31)
0.87
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
lag
1 0.
9299
(0.8
550,
1.01
13)
0.62
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
lag
2 0.
9452
(0.8
696,
1.02
74)
0.18
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
lag
3 0.
9604
(0.8
843,
1.04
32)
0.39
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
curr
ent d
ay +
lag
1 0.
9594
(0.8
714,
1.05
63)
0.91
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 0.
9358
(0.8
402,
1.04
22)
0.55
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 0.
9255
(0.8
229,
1.04
10)
0.49
n.
s. C
O, 8
-hr m
ax (p
pm)
lag
0 1.
0176
(1.0
013,
1.03
42)
0.69
n.
s. C
O, 8
-hr m
ax (p
pm)
lag
1 1.
0106
(0.9
948,
1.02
67)
0.35
n.
s. C
O, 8
-hr m
ax (p
pm)
lag
2 0.
9998
(0.9
840,
1.01
57)
0.22
n.
s. C
O, 8
-hr m
ax (p
pm)
lag
3 0.
9916
(0.9
760,
1.00
76)
0.30
n.
s. C
O, 8
-hr m
ax (p
pm)
curr
ent d
ay +
lag
1 1.
0187
(1.0
000,
1.03
78)
0.51
n.
s. C
O, 8
-hr m
ax (p
pm)
curr
ent d
ay +
lag
1 +
lag
2 1.
0135
(0.9
927,
1.03
47)
0.53
n.
s. C
O, 8
-hr m
ax (p
pm)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 1.
0033
(0.9
807,
1.02
64)
0.55
n.
s.
![Page 74: May 2003 Perth, Western AustraliaDepartment of …...The case-crossover study design is an alternative to the traditional time series analysis and considers the effects of transient](https://reader034.vdocument.in/reader034/viewer/2022042417/5f325bc02bf7ac6257604db4/html5/thumbnails/74.jpg)
71
Po
lluta
nt
L
ag
All
Yea
r O
R (9
5% C
I)
Seas
onal
Diff
eren
ce
(p-v
alue
) Se
ason
al D
irec
tion
O3,
1-hr
max
(ppb
) la
g 0
0.99
84 (0
.996
9,1.
0000
) 0.
13
n.s.
O3,
1-hr
max
(ppb
) la
g 1
0.99
80 (0
.996
2,0.
9997
) 0.
07
n.s.
O3,
1-hr
max
(ppb
) la
g 2
0.99
91 (0
.997
4,1.
0008
) 0.
10
n.s.
O3,
1-hr
max
(ppb
) la
g 3
0.99
94 (0
.997
8,1.
0010
) 0.
04
Sum
mer
(+)
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
0.99
66 (0
.994
4,0.
9988
) 0.
13
n.s.
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
59 (0
.993
3,0.
9985
) 0.
17
n.s.
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
52 (0
.992
4,0.
9981
) 0.
13
n.s.
O3,
4-hr
max
(ppb
) la
g 0
0.99
78 (0
.995
6,0.
9999
) 0.
14
n.s.
O3,
4-hr
max
(ppb
) la
g 1
0.99
73 (0
.995
1,0.
9996
) 0.
12
n.s.
O3,
4-hr
max
(ppb
) la
g 2
0.99
87 (0
.996
5,1.
0009
) 0.
12
n.s.
O3,
4-hr
max
(ppb
) la
g 3
0.99
92 (0
.997
1,1.
0013
) 0.
08
n.s.
O3,
4-hr
max
(ppb
) cu
rren
t day
+ la
g 1
0.99
57 (0
.993
0,0.
9985
) 0.
16
n.s.
O3,
4-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
46 (0
.991
4,0.
9979
) 0.
20
n.s.
O3,
4-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
37 (0
.990
1,0.
9973
) 0.
19
n.s.
O3,
8-hr
max
(ppb
) la
g 0
0.99
74 (0
.994
8,1.
0001
) 0.
19
n.s.
O3,
8-hr
max
(ppb
) la
g 1
0.99
73 (0
.994
5,1.
0001
) 0.
12
n.s.
O3,
8-hr
max
(ppb
) la
g 2
0.99
84 (0
.995
7,1.
0010
) 0.
07
n.s.
O3,
8-hr
max
(ppb
) la
g 3
0.99
98 (0
.997
3,1.
0024
) 0.
16
n.s.
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
0.99
54 (0
.992
0,0.
9988
) 0.
19
n.s.
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
40 (0
.990
1,0.
9980
) 0.
20
n.s.
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
36 (0
.989
3,0.
9979
) 0.
23
n.s.
NO
2, 24
-hr a
vera
ge (p
pb)
lag
0 1.
0001
(0.9
961,
1.00
41)
0.10
n.
s. N
O2,
24-h
r ave
rage
(ppb
) la
g 1
0.99
97 (0
.995
8,1.
0037
) 0.
12
n.s.
NO
2, 24
-hr a
vera
ge (p
pb)
lag
2 1.
0012
(0.9
973,
1.00
52)
0.15
n.
s. N
O2,
24-h
r ave
rage
(ppb
) la
g 3
0.99
89 (0
.995
0,1.
0029
) 0.
01
Sum
mer
(+)
NO
2, 24
-hr a
vera
ge (p
pb)
curr
ent d
ay +
lag
1 0.
9999
(0.9
954,
1.00
46)
0.08
n.
s. N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
07 (0
.995
5,1.
0058
) 0.
07
n.s.
NO
2, 24
-hr a
vera
ge (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 1.
0000
(0.9
945,
1.00
57)
0.03
Su
mm
er (+
) N
O2,
1-hr
max
(ppb
) la
g 0
0.99
94 (0
.997
7,1.
0011
) 0.
15
n.s.
NO
2, 1-
hr m
ax (p
pb)
lag
1 0.
9995
(0.9
977,
1.00
12)
0.07
n.
s. N
O2,
1-hr
max
(ppb
) la
g 2
0.99
97 (0
.998
0,1.
0014
) 0.
04
Sum
mer
(+)
NO
2, 1-
hr m
ax (p
pb)
lag
3 0.
9997
(0.9
980,
1.00
14)
0.01
Su
mm
er (+
) N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
0.99
92 (0
.997
2,1.
0012
) 0.
08
n.s.
NO
2, 1-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 0.
9991
(0.9
968,
1.00
14)
0.04
Su
mm
er (+
) N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
90 (0
.996
5,1.
0016
) 0.
02
Sum
mer
(+)
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72
App
endi
x 9.
D
aily
Num
ber
of H
ospi
talis
atio
ns b
etw
een
1992
and
199
6
Nov
embe
r-A
pril
May
-Oct
ober
A
ll ye
ar
M
ean
SD
10th
cent
ile
90th
cent
ile
Mea
n SD
10
th
cent
ile
90th
cent
ile
Mea
n SD
10
th
cent
ile
90th
cent
ile
All
resp
irato
ry
19.3
6.
0 12
27
31
.0
8.7
20
42
25.3
9.
5 14
38
Ast
hma
6.9
3.7
3 12
10
.7
4.1
6 16
8.
8 4.
3 4
15
Oth
er C
OPD
2.
4 1.
7 0
5 4.
1 2.
3 1
7 3.
3 2.
2 1
6
All
card
iova
scul
ar
24.9
6.
4 17
33
28
.1
6.4
20
36
26.5
6.
6 19
35
Pneu
mon
ia &
'flu
3.
6 2.
1 1
6 5.
7 3.
1 2
10
4.6
2.9
1 8
Ast
hma
unde
r 15y
ears
of a
ge
4.7
3.1
1 9
6.6
3.4
3 11
5.
6 3.
4 2
10
Gas
troin
test
inal
17
.2
5.0
11
24
16.3
4.
8 10
22
16
.8
4.9
11
23
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73
App
endi
x 10
. Cas
e-C
ross
over
Ana
lysi
s Res
ults
- H
ospi
talis
atio
ns
10.1
Car
diov
ascu
lar
Dis
ease
Hos
pita
lisat
ions
: Odd
s rat
io p
er u
nit i
ncre
ase
in p
ollu
tant
, with
95%
con
fiden
ce in
terv
als
Po
lluta
nt
L
ag
All
Yea
r O
R (9
5% C
I)
Seas
onal
Diff
eren
ce
(p-v
alue
) Se
ason
al D
irec
tion
PM
2.5
(µg/
m3 )
lag
0 0.
9994
(0.9
982,
1.00
07)
0.04
9 W
inte
r (+)
PM
2.5
(µg/
m3 )
lag
1 1.
0002
(0.9
989,
1.00
14)
0.26
ns
PM
2.5
(µg/
m3 )
lag
2 0.
9995
(0.9
982,
1.00
07)
0.00
98
Win
ter (
+)
PM2.
5 (µ
g/m
3 ) la
g 3
1.00
01 (0
.998
8,1.
0013
) 0.
0000
1 W
inte
r (+)
PM
2.5
(µg/
m3 )
curr
ent d
ay +
lag
1 0.
9997
(0.9
982,
1.00
12)
0.07
3 ns
PM
2.5
(µg/
m3 )
curr
ent d
ay +
lag
1 +
lag
2 0.
9994
(0.9
976,
1.00
12)
0.01
7 W
inte
r (+)
PM
2.5
(µg/
m3 )
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 0.
9995
(0.9
975,
1.00
15)
0.00
1 W
inte
r (+)
N
eph,
1-h
r max
(Bsp
) la
g 0
0.99
69 (0
.989
5,1.
0043
) 0.
0292
W
inte
r (+)
N
eph,
1-h
r max
(Bsp
) la
g 1
0.99
88 (0
.991
5,1.
0061
) 0.
2449
ns
N
eph,
1-h
r max
(Bsp
) la
g 2
0.99
43 (0
.986
9,1.
0016
) 0.
2467
ns
N
eph,
1-h
r max
(Bsp
) la
g 3
0.99
93 (0
.991
9,1.
0066
) 0.
0001
W
inte
r (+)
N
eph,
1-h
r max
(Bsp
) cu
rren
t day
+ la
g 1
0.99
70 (0
.988
3,1.
0058
) 0.
0294
W
inte
r (+)
N
eph,
1-h
r max
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
41 (0
.984
3,1.
0040
) 0.
0188
W
inte
r (+)
N
eph,
1-h
r max
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
43 (0
.983
4,1.
0052
) 0.
0005
W
inte
r (+)
N
eph,
24-
hr a
vera
ge (B
sp)
lag
0 0.
9662
(0.9
153,
1.01
99)
0.12
16
ns
Nep
h, 2
4-hr
ave
rage
(Bsp
) la
g 1
1.02
25 (0
.968
5,1.
0796
) 0.
44
ns
Nep
h, 2
4-hr
ave
rage
(Bsp
) la
g 2
0.97
64 (0
.924
2,1.
0315
) 0.
017
Win
ter (
+)
Nep
h, 2
4-hr
ave
rage
(Bsp
) la
g 3
0.98
78 (0
.938
3,1.
0428
) 0.
0001
W
inte
r (+)
N
eph,
24-
hr a
vera
ge (B
sp)
curr
ent d
ay +
lag
1 0.
9933
(0.9
331,
1.05
75)
0.16
8 ns
N
eph,
24-
hr a
vera
ge (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 0.
9827
(0.9
158,
1.05
44)
0.04
02
Win
ter (
+)
Nep
h, 2
4-hr
ave
rage
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.97
93 (0
.906
6,1.
0578
) 0.
0028
W
inte
r (+)
C
O, 8
-hr m
ax (p
pm)
lag
0 0.
9951
(0.9
843,
1.00
61)
0.00
58
Win
ter (
+)
CO
, 8-h
r max
(ppm
) la
g 1
1.00
87 (0
.996
0,1.
0195
) 0.
0579
ns
C
O, 8
-hr m
ax (p
pm)
lag
2 1.
0022
(0.9
909,
1.01
36)
0.01
80
Win
ter (
+)
CO
, 8-h
r max
(ppm
) la
g 3
1.00
07 (0
.990
1,1.
0115
) 0.
0002
W
inte
r (+)
C
O, 8
-hr m
ax (p
pm)
curr
ent d
ay +
lag
1 1.
0010
(0.9
878,
1.01
44)
0.00
41
Win
ter (
+)
CO
, 8-h
r max
(ppm
) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
11 (0
.985
9,1.
0165
) 0.
0012
W
inte
r (+)
C
O, 8
-hr m
ax (p
pm)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 1.
0012
(0.9
847,
1.01
80)
0.00
01
Win
ter (
+)
![Page 77: May 2003 Perth, Western AustraliaDepartment of …...The case-crossover study design is an alternative to the traditional time series analysis and considers the effects of transient](https://reader034.vdocument.in/reader034/viewer/2022042417/5f325bc02bf7ac6257604db4/html5/thumbnails/77.jpg)
74
Po
lluta
nt
L
ag
All
Yea
r O
R (9
5% C
I)
Seas
onal
Diff
eren
ce
(p-v
alue
)
Seas
onal
Dir
ectio
n O
3, 1-
hr m
ax (p
pb)
lag
0 0.
9995
(0.9
983,
1.00
06)
0.00
20
Win
ter (
+)
O3,
1-hr
max
(ppb
) la
g 1
1.00
07 (0
.999
5,1.
0019
) 0.
0006
W
inte
r (+)
O
3, 1-
hr m
ax (p
pb)
lag
2 0.
9999
(0.9
989,
1.00
11)
0.00
13
Win
ter (
+)
O3,
1-hr
max
(ppb
) la
g 3
1.00
01 (0
.999
0,1.
0012
) 0.
0002
W
inte
r (+)
O
3, 1-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 0.
9996
(0.9
980,
1.00
12)
0.00
02
Win
ter (
+)
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
94 (0
.997
6,1.
0013
) 0.
0001
W
inte
r (+)
O
3, 1-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 0.
9995
(0.9
975,
1.00
16)
0.00
00
Win
ter (
+)
O3,
4-hr
max
(ppb
) la
g 0
0.99
92 (0
.997
7,1.
0007
) 0.
0015
W
inte
r (+)
O
3, 4-
hr m
ax (p
pb)
lag
1 1.
0008
(0.9
992,
1.00
23)
0.00
06
Win
ter (
+)
O3,
4-hr
max
(ppb
) la
g 2
0.99
99 (0
.998
5,1.
0014
) 0.
0010
W
inte
r (+)
O
3, 4-
hr m
ax (p
pb)
lag
3 1.
0002
(0.9
988,
1.00
16)
0.00
02
Win
ter (
+)
O3,
4-hr
max
(ppb
) cu
rren
t day
+ la
g 1
0.99
93 (0
.997
3,1.
0013
) 0.
0002
W
inte
r (+)
O
3, 4-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 0.
9992
(0.9
968,
1.00
15)
0.00
01
Win
ter (
+)
O3,
4-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
92 (0
.996
6,1.
0018
) 0.
0000
W
inte
r (+)
O
3, 8-
hr m
ax (p
pb)
lag
0 0.
9993
(0.9
975,
1.00
12)
0.00
04
Win
ter (
+)
O3,
8-hr
max
(ppb
) la
g 1
1.00
05 (0
.998
7,1.
0024
) 0.
0006
W
inte
r (+)
O
3, 8-
hr m
ax (p
pb)
lag
2 0.
9999
(0.9
982,
1.00
17)
0.00
06
Win
ter (
+)
O3,
8-hr
max
(ppb
) la
g 3
1.00
03 (0
.998
6,1.
0020
) 0.
0002
W
inte
r (+)
O
3, 8-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 0.
9992
(0.9
968,
1.00
16)
0.00
01
Win
ter (
+)
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
91 (0
.996
4,1.
0018
) 0.
0000
W
inte
r (+)
O
3, 8-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 0.
9992
(0.9
963,
1.00
22)
0.00
00
Win
ter (
+)
NO
2, 24
-hr a
vera
ge (p
pb)
lag
0 0.
9993
(0.9
966,
1.00
19)
0.00
44
Win
ter (
+)
NO
2, 24
-hr a
vera
ge (p
pb)
lag
1 1.
0029
(1.0
002,
1.00
56)
0.05
00
ns
NO
2, 24
-hr a
vera
ge (p
pb)
lag
2 1.
0012
(0.9
984,
1.00
39)
0.01
06
Win
ter (
+)
NO
2, 24
-hr a
vera
ge (p
pb)
lag
3 1.
0005
(0.9
978,
1.00
31)
0.00
09
Win
ter (
+)
NO
2, 24
-hr a
vera
ge (p
pb)
curr
ent d
ay +
lag
1 1.
0015
(0.9
984,
1.00
46)
0.00
87
Win
ter (
+)
NO
2, 24
-hr a
vera
ge (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 1.
0019
(0.9
984,
1.00
54)
0.00
68
Win
ter (
+)
NO
2, 24
-hr a
vera
ge (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 1.
0020
(0.9
982,
1.00
58)
0.00
23
Win
ter (
+)
NO
2, 1-
hr m
ax (p
pb)
lag
0 0.
9998
(0.9
986,
1.00
09)
0.01
17
Win
ter (
+)
NO
2, 1-
hr m
ax (p
pb)
lag
1 1.
0010
(0.9
998,
1.00
21)
0.01
35
Win
ter (
+)
NO
2, 1-
hr m
ax (p
pb)
lag
2 1.
0003
(0.9
991,
1.00
15)
0.00
25
Win
ter (
+)
NO
2, 1-
hr m
ax (p
pb)
lag
3 0.
9999
(0.9
988,
1.00
10)
0.00
35
Win
ter (
+)
NO
2, 1-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 1.
0005
(0.9
992,
1.00
19)
0.00
58
Win
ter (
+)
NO
2, 1-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 1.
0006
(0.9
991,
1.00
22)
0.00
31
Win
ter (
+)
NO
2, 1-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 1.
0005
(0.9
988,
1.00
22)
0.00
16
Win
ter (
+)
![Page 78: May 2003 Perth, Western AustraliaDepartment of …...The case-crossover study design is an alternative to the traditional time series analysis and considers the effects of transient](https://reader034.vdocument.in/reader034/viewer/2022042417/5f325bc02bf7ac6257604db4/html5/thumbnails/78.jpg)
75
10.2
C
ardi
ovas
cula
r D
isea
se H
ospi
talis
atio
ns (
65+
Yea
rs):
Odd
s ra
tio p
er u
nit
incr
ease
in
pollu
tant
, w
ith 9
5% c
onfid
ence
inte
rval
s
Po
lluta
nt
L
ag
All
Yea
r O
R (9
5% C
I)
Seas
onal
Diff
eren
ce
(p-v
alue
) Se
ason
al D
irec
tion
PM
2.5
(µg/
m3 )
lag
0 0.
9993
(0.9
977,
1.00
08)
0.14
n.
s. PM
2.5
(µg/
m3 )
lag
1 1.
0002
(0.9
987,
1.00
17)
0.15
n.
s. PM
2.5
(µg/
m3 )
lag
2 1.
0002
(0.9
986,
1.00
17)
0.16
n.
s. PM
2.5
(µg/
m3 )
lag
3 1.
0007
(0.9
992,
1.00
22)
0.03
W
inte
r (+)
PM
2.5
(µg/
m3 )
curr
ent d
ay +
lag
1 0.
9996
(0.9
977,
1.00
15)
0.09
n.
s. PM
2.5
(µg/
m3 )
curr
ent d
ay +
lag
1 +
lag
2 0.
9997
(0.9
976,
1.00
19)
0.07
n.
s. PM
2.5
(µg/
m3 )
curr
ent d
ay +
lag
1 +l
ag 2
+la
g 3
1.00
02 (0
.997
8,1.
0026
) 0.
03
Win
ter (
+)
Nep
h, 1
-hr m
ax (B
sp)
lag
0 1.
0008
(0.9
918,
1.00
99)
0.21
n.
s. N
eph,
1-h
r max
(Bsp
) la
g 1
0.99
51 (0
.986
2,1.
0040
) 0.
15
n.s.
Nep
h, 1
-hr m
ax (B
sp)
lag
2 0.
9997
(0.9
908,
1.00
88)
0.52
n.
s. N
eph,
1-h
r max
(Bsp
) la
g 3
1.00
63 (0
.997
4,1.
0153
) 0.
003
Win
ter (
+)
Nep
h, 1
-hr m
ax (B
sp)
curr
ent d
ay +
lag
1 0.
9971
(0.9
865,
1.00
78)
0.08
n.
s. N
eph,
1-h
r max
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
75 (0
.985
5,1.
0096
) 0.
10
n.s.
Nep
h, 1
-hr m
ax (B
sp)
curr
ent d
ay +
lag
1 +l
ag 2
+la
g 3
1.00
13 (0
.988
0,1.
0147
) 0.
01
Win
ter (
+)
Nep
h, 2
4-hr
ave
rage
(Bsp
) la
g 0
0.96
91 (0
.907
0,1.
0354
) 0.
25
n.s.
Nep
h, 2
4-hr
ave
rage
(Bsp
) la
g 1
1.00
77 (0
.942
4,1.
0774
) 0.
38
n.s.
Nep
h, 2
4-hr
ave
rage
(Bsp
) la
g 2
1.02
88 (0
.961
8,1.
1005
) 0.
23
n.s.
Nep
h, 2
4-hr
ave
rage
(Bsp
) la
g 3
1.03
91 (0
.971
9,1.
1109
) 0.
03
Win
ter (
+)
Nep
h, 2
4-hr
ave
rage
(Bsp
) cu
rren
t day
+ la
g 1
0.98
57 (0
.912
9,1.
0642
) 0.
23
n.s.
Nep
h, 2
4-hr
ave
rage
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
43 (0
.921
3,1.
0948
) 0.
18
n.s.
Nep
h, 2
4-hr
ave
rage
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.02
42 (0
.931
9,1.
1256
) 0.
07
n.s.
CO
, 8-h
r max
(ppm
) la
g 0
0.98
91 (0
.975
8,1.
0026
) 0.
007
Win
ter (
+)
CO
, 8-h
r max
(ppm
) la
g 1
1.00
80 (0
.993
6,1.
0227
) 0.
13
n.s.
CO
, 8-h
r max
(ppm
) la
g 2
1.00
62 (0
.992
2,1.
0205
) 0.
008
Win
ter (
+)
CO
, 8-h
r max
(ppm
) la
g 3
1.00
53 (0
.992
1,1.
0187
) 0.
0009
W
inte
r (+)
C
O, 8
-hr m
ax (p
pm)
curr
ent d
ay +
lag
1 0.
9969
(0.9
806,
1.01
33)
0.01
W
inte
r (+)
C
O, 8
-hr m
ax (p
pm)
curr
ent d
ay +
lag
1 +
lag
2 0.
9989
(0.9
802,
1.01
79)
0.00
2 W
inte
r (+)
C
O, 8
-hr m
ax (p
pm)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 1.
0011
(0.9
808,
1.02
19)
0.00
3 W
inte
r (+)
![Page 79: May 2003 Perth, Western AustraliaDepartment of …...The case-crossover study design is an alternative to the traditional time series analysis and considers the effects of transient](https://reader034.vdocument.in/reader034/viewer/2022042417/5f325bc02bf7ac6257604db4/html5/thumbnails/79.jpg)
76
Pollu
tant
L
ag
All
Yea
r O
R (9
5 %
CI)
Se
ason
al D
iffer
ence
(p-v
alue
) Se
ason
al D
irec
tion
O3,
1-hr
max
(ppb
) la
g 0
0.99
97 (0
.998
3,1.
0011
) 0.
11
n.s.
O3,
1-hr
max
(ppb
) la
g 1
1.00
03 (0
.998
8,1.
0018
) 0.
008
Win
ter (
+)
O3,
1-hr
max
(ppb
) la
g 2
1.00
01 (0
.998
7,1.
0015
) 0.
04
Win
ter (
+)
O3,
1-hr
max
(ppb
) la
g 3
1.00
02 (0
.998
9,1.
0016
) 0.
004
Win
ter (
+)
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
0.99
95 (0
.997
5,1.
0015
) 0.
01
Win
ter (
+)
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
96 (0
.997
2,1.
0019
) 0.
01
Win
ter (
+)
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
98 (0
.997
2,1.
0023
) 0.
004
Win
ter (
+)
O3,
4-hr
max
(ppb
) la
g 0
0.99
94 (0
.997
6,1.
0013
) 0.
09
n.s.
O3,
4-hr
max
(ppb
) la
g 1
1.00
01 (0
.998
2,1.
0020
) 0.
008
Win
ter (
+)
O3,
4-hr
max
(ppb
) la
g 2
1.00
01 (0
.998
3,1.
0019
) 0.
03
Win
ter (
+)
O3,
4-hr
max
(ppb
) la
g 3
1.00
02 (0
.998
5,1.
0020
) 0.
006
Win
ter (
+)
O3,
4-hr
max
(ppb
) cu
rren
t day
+ la
g 1
0.99
90 (0
.996
5,1.
0015
) 0.
01
Win
ter (
+)
O3,
4-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
92 (0
.996
3,1.
0021
) 0.
008
Win
ter (
+)
O3,
4-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
93 (0
.996
2,1.
0025
) 0.
004
Win
ter (
+)
O3,
8-hr
max
(ppb
) la
g 0
0.99
95 (0
.997
2,1.
0017
) 0.
05
n.s.
O3,
8-hr
max
(ppb
) la
g 1
0.99
95 (0
.997
3,1.
0018
) 0.
01
Win
ter (
+)
O3,
8-hr
max
(ppb
) la
g 2
0.99
98 (0
.997
6,1.
0019
) 0.
02
Win
ter (
+)
O3,
8-hr
max
(ppb
) la
g 3
1.00
03 (0
.998
1,1.
0024
) 0.
007
Win
ter (
+)
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
0.99
86 (0
.995
7,1.
0016
) 0.
01
Win
ter (
+)
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
86 (0
.995
2,1.
0019
) 0.
005
Win
ter (
+)
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
89 (0
.995
3,1.
0026
) 0.
003
Win
ter (
+)
NO
2, 24
-hr a
vera
ge (p
pb)
lag
0 0.
9999
5 (0
.996
7,1.
0033
) 0.
04
Win
ter (
+)
NO
2, 24
-hr a
vera
ge (p
pb)
lag
1 1.
0047
(1.0
013,
1.00
81)
0.05
W
inte
r (+)
N
O2,
24-h
r ave
rage
(ppb
) la
g 2
1.00
23 (0
.998
9,1.
0056
) 0.
01
Win
ter (
+)
NO
2, 24
-hr a
vera
ge (p
pb)
lag
3 1.
0020
(0.9
987,
1.00
53)
0.00
3 W
inte
r (+)
N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
1.00
31 (0
.999
3,1.
0070
) 0.
03
Win
ter (
+)
NO
2, 24
-hr a
vera
ge (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 1.
0039
(0.9
996,
1.00
83)
0.02
W
inte
r (+)
N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
46 (0
.999
9,1.
0093
) 0.
007
Win
ter (
+)
NO
2, 1-
hr m
ax (p
pb)
lag
0 1.
0001
(0.9
987,
1.00
16)
0.09
n.
s. N
O2,
1-hr
max
(ppb
) la
g 1
1.00
16 (1
.000
1, 1
.003
1)
0.02
W
inte
r (+)
N
O2,
1-hr
max
(ppb
) la
g 2
1.00
09 (0
.999
5,1.
0024
) 0.
003
Win
ter (
+)
NO
2, 1-
hr m
ax (p
pb)
lag
3 1.
0005
(0.9
991,
1.00
19)
0.01
W
inte
r (+)
N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
1.00
12 (0
.999
5,1.
0029
) 0.
03
Win
ter (
+)
NO
2, 1-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 1.
0016
(0.9
996,
1.00
35)
0.01
W
inte
r (+)
N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
18 (0
.999
6,1.
0039
) 0.
007
Win
ter (
+)
![Page 80: May 2003 Perth, Western AustraliaDepartment of …...The case-crossover study design is an alternative to the traditional time series analysis and considers the effects of transient](https://reader034.vdocument.in/reader034/viewer/2022042417/5f325bc02bf7ac6257604db4/html5/thumbnails/80.jpg)
77
10.3
R
espi
rato
ry H
ospi
talis
atio
ns: O
dds r
atio
per
uni
t inc
reas
e in
pol
luta
nt, w
ith 9
5% c
onfid
ence
inte
rval
s
Po
lluta
nt
L
ag
All
Yea
r O
R (9
5% C
I)
Seas
onal
Diff
eren
ce
(p-v
alue
) Se
ason
al D
irec
tion
PM2.
5 (µ
g/m
3 ) la
g 0
0.99
92 (0
.998
0,1.
0005
) 0.
2402
ns
PM
2.5
(µg/
m3 )
lag
1 0.
9995
(0.9
982,
1.00
07)
0.20
66
ns
PM2.
5 (µ
g/m
3 ) la
g 2
1.00
11 (0
.999
8,1.
0024
) 0.
7151
ns
PM
2.5
(µg/
m3 )
lag
3 1.
0017
(1.0
004,
1.00
29)
0.28
66
ns
PM2.
5 (µ
g/m
3 ) cu
rren
t day
+ la
g 1
0.99
90 (0
.997
5,1.
0005
) 0.
1521
ns
PM
2.5
(µg/
m3 )
curr
ent d
ay +
lag
1 +
lag
2 0.
9998
(0.9
980,
1.00
16)
0.23
62
ns
PM2.
5 (µ
g/m
3 ) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
09 (0
.998
9,1.
0030
) 0.
2066
ns
N
eph,
1-h
r max
(Bsp
) la
g 0
0.99
12 (0
.983
8,0.
9986
) 0.
9450
ns
N
eph,
1-h
r max
(Bsp
) la
g 1
0.99
84 (0
.990
8,1.
0060
) 0.
2230
ns
N
eph,
1-h
r max
(Bsp
) la
g 2
1.00
35 (0
.995
7,1.
0114
) 0.
5076
ns
N
eph,
1-h
r max
(Bsp
) la
g 3
1.00
21 (0
.994
6,1.
0098
) 0.
2146
ns
N
eph,
1-h
r max
(Bsp
) cu
rren
t day
+ la
g 1
0.99
24 (0
.983
6,1.
0013
) 0.
3342
ns
N
eph,
1-h
r max
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
54 (0
.985
1,1.
0058
) 0.
6982
ns
N
eph,
1-h
r max
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
71 (0
.985
6,1.
0088
) 0.
4333
ns
N
eph,
24-
hr a
vera
ge (B
sp)
lag
0 0.
9501
(0.8
990,
1.00
42)
0.44
62
ns
Nep
h, 2
4-hr
ave
rage
(Bsp
) la
g 1
0.96
51 (0
.911
9,1.
0214
) 0.
6781
ns
N
eph,
24-
hr a
vera
ge (B
sp)
lag
2 1.
0140
(0.9
565,
1.07
49)
0.47
84
ns
Nep
h, 2
4-hr
ave
rage
(Bsp
) la
g 3
1.03
73 (0
.980
6,1.
0972
) 0.
3753
ns
N
eph,
24-
hr a
vera
ge (B
sp)
curr
ent d
ay +
lag
1 0.
9446
(0.8
857,
1.00
76)
0.42
05
ns
Nep
h, 2
4-hr
ave
rage
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
0.96
18 (0
.893
7,1.
0353
) 0.
7679
ns
N
eph,
24-
hr a
vera
ge (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 0.
9840
(0.9
075,
1.06
70)
0.62
57
ns
CO
, 8-h
r max
(ppm
) la
g 0
1.00
55 (0
.993
7,1.
0174
) 0.
4654
ns
C
O, 8
-hr m
ax (p
pm)
lag
1 0.
9940
(0.9
826,
1.00
54)
0.66
95
ns
CO
, 8-h
r max
(ppm
) la
g 2
0.98
63 (0
.975
2,0.
9975
) 0.
6412
ns
C
O, 8
-hr m
ax (p
pm)
lag
3 0.
9918
(0.9
808,
1.00
28)
0.06
92
ns
CO
, 8-h
r max
(ppm
) cu
rren
t day
+ la
g 1
0.99
87 (0
.985
0,1.
0125
) 0.
2570
ns
C
O, 8
-hr m
ax (p
pm)
curr
ent d
ay +
lag
1 +
lag
2 0.
9901
(0.9
750,
1.00
54)
0.11
75
ns
CO
, 8-h
r max
(ppm
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.98
45 (0
.968
2,1.
0011
) 0.
0392
W
inte
r (+)
![Page 81: May 2003 Perth, Western AustraliaDepartment of …...The case-crossover study design is an alternative to the traditional time series analysis and considers the effects of transient](https://reader034.vdocument.in/reader034/viewer/2022042417/5f325bc02bf7ac6257604db4/html5/thumbnails/81.jpg)
78
Pollu
tant
Lag
A
ll Y
ear
OR
(95%
CI)
Se
ason
al D
iffer
ence
(p
-val
ue)
Seas
onal
Dir
ectio
n
O3,
1-hr
max
(ppb
) la
g 0
1.00
15 (1
.000
2,1.
0028
) 0.
0118
W
inte
r (+)
O
3, 1-
hr m
ax (p
pb)
lag
1 0.
9996
(0.9
983,
1.00
10)
0.14
77
ns
O3,
1-hr
max
(ppb
) la
g 2
0.99
95 (0
.998
1,1.
0008
) 0.
1366
ns
O
3, 1-
hr m
ax (p
pb)
lag
3 1.
0009
(0.9
997,
1.00
22)
0.39
39
ns
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
1.00
10 (0
.999
3,1.
0027
) 0.
0241
W
inte
r (+)
O
3, 1-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 1.
0004
(0.9
984,
1.00
25)
0.02
71
Win
ter (
+)
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
13 (0
.999
0,1.
0035
) 0.
0461
W
inte
r (+)
O
3, 4-
hr m
ax (p
pb)
lag
0 1.
0016
(1.0
000,
1.00
33)
0.01
24
Win
ter (
+)
O3,
4-hr
max
(ppb
) la
g 1
0.99
97 (0
.998
0,1.
0014
) 0.
1631
ns
O
3, 4-
hr m
ax (p
pb)
lag
2 0.
9997
(0.9
980,
1.00
14)
0.13
06
ns
O3,
4-hr
max
(ppb
) la
g 3
1.00
12 (0
.999
6,1.
0028
) 0.
3128
ns
O
3, 4-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 1.
0011
(0.9
990,
1.00
32)
0.02
85
Win
ter (
+)
O3,
4-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
07 (0
.998
2,1.
0032
) 0.
0301
W
inte
r (+)
O
3, 4-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 1.
0016
(0.9
988,
1.00
44)
0.04
30
Win
ter (
+)
O3,
8-hr
max
(ppb
) la
g 0
1.00
18 (0
.999
8,1.
0038
) 0.
0140
W
inte
r (+)
O
3, 8-
hr m
ax (p
pb)
lag
1 0.
9995
(0.9
974,
1.00
15)
0.17
27
ns
O3,
8-hr
max
(ppb
) la
g 2
1.00
07 (0
.998
7,1.
0027
) 0.
1437
ns
O
3, 8-
hr m
ax (p
pb)
lag
3 1.
0013
(0.9
993,
1.00
32)
0.45
54
ns
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
1.00
10 (0
.998
5,1.
0035
) 0.
0308
W
inte
r (+)
O
3, 8-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 1.
0012
(0.9
983,
1.00
41)
0.03
22
Win
ter (
+)
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
19 (0
.998
7,1.
0051
) 0.
0496
W
inte
r (+)
N
O2,
24-h
r ave
rage
(ppb
) la
g 0
1.00
09 (0
.998
1,1.
0038
) 0.
8043
ns
N
O2,
24-h
r ave
rage
(ppb
) la
g 1
1.00
11 (0
.998
3,1.
0040
) 0.
2323
ns
N
O2,
24-h
r ave
rage
(ppb
) la
g 2
0.99
90 (0
.995
9,1.
0021
) 0.
3074
ns
N
O2,
24-h
r ave
rage
(ppb
) la
g 3
0.99
91 (0
.996
2,1.
0020
) 0.
3132
ns
N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
1.00
14 (0
.998
1,1.
0047
) 0.
4436
ns
N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
06 (0
.996
8,1.
0044
) 0.
3660
ns
N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
00 (0
.995
8,1.
0042
) 0.
3266
ns
N
O2,
1-hr
max
(ppb
) la
g 0
1.00
03 (0
.999
1,1.
0015
) 0.
4612
ns
N
O2,
1-hr
max
(ppb
) la
g 1
1.00
00 (0
.998
7,1.
0012
) 0.
1750
ns
N
O2,
1-hr
max
(ppb
) la
g 2
1.00
00 (0
.998
2,1.
0009
) 0.
0662
ns
N
O2,
1-hr
max
(ppb
) la
g 3
0.99
99 (0
.998
6,1.
0012
) 0.
3643
ns
N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
1.00
02 (0
.998
7,1.
0016
) 0.
2711
ns
N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
99 (0
.998
2,1.
0016
) 0.
1479
ns
N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
98 (0
.997
9,1.
0018
) 0.
1740
ns
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79
10.4
R
espi
rato
ry H
ospi
talis
atio
ns (6
5+ Y
ears
): O
dds r
atio
per
uni
t inc
reas
e in
pol
luta
nt, w
ith 9
5% c
onfid
ence
inte
rval
s
Pollu
tant
Lag
A
ll Y
ear
OR
(95%
CI)
Se
ason
al D
iffer
ence
(p
-val
ue)
Seas
onal
Dir
ectio
n
PM2.
5 (µ
g/m
3 ) la
g 0
0.99
99 (0
.997
6,1.
0022
) 0.
4142
n.
s. PM
2.5
(µg/
m3 )
lag
1 0.
9992
(0.9
967,
1.00
16)
0.24
76
n.s.
PM2.
5 (µ
g/m
3 ) la
g 2
0.99
98 (0
.997
4,1.
0022
) 0.
9228
n.
s. PM
2.5
(µg/
m3 )
lag
3 1.
0011
(0.9
985,
1.00
36)
0.27
85
n.s.
PM2.
5 (µ
g/m
3 ) cu
rren
t day
+ la
g 1
0.99
93 (0
.996
4,1.
0023
) 0.
2515
n.
s. PM
2.5
(µg/
m3 )
curr
ent d
ay +
lag
1 +
lag
2 0.
9992
(0.9
958,
1.00
27)
0.42
85
n.s.
PM2.
5 (µ
g/m
3 ) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
99 (0
.995
9,1.
0038
) 0.
3295
n.
s. N
eph,
1-h
r max
(Bsp
) la
g 0
0.98
94 (0
.975
6,1.
0035
) 0.
5466
n.
s. N
eph,
1-h
r max
(Bsp
) la
g 1
1.00
36 (0
.989
4,1.
0179
) 0.
1550
n.
s. N
eph,
1-h
r max
(Bsp
) la
g 2
1.01
96 (1
.004
8,1.
0347
) 0.
7535
n.
s. N
eph,
1-h
r max
(Bsp
) la
g 3
1.00
03 (0
.986
3,1.
0145
) 0.
0789
n.
s. N
eph,
1-h
r max
(Bsp
) cu
rren
t day
+ la
g 1
0.99
48 (0
.978
2,1.
0117
) 0.
1821
n.
s. N
eph,
1-h
r max
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
70 (0
.987
4,1.
0269
) 0.
5026
n.
s. N
eph,
1-h
r max
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
69 (0
.985
0,1.
0293
) 0.
2080
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
lag
0 0.
9363
(0.8
426,
1.04
04)
0.54
68
n.s.
Nep
h, 2
4-hr
ave
rage
(Bsp
) la
g 1
0.96
84 (0
.869
4,1.
0787
) 0.
6357
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
lag
2 1.
1008
(0.9
866,
1.22
84)
0.52
02
n.s.
Nep
h, 2
4-hr
ave
rage
(Bsp
) la
g 3
1.02
54 (0
.922
5,1.
1399
) 0.
1463
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
curr
ent d
ay +
lag
1 0.
9378
(0.8
298,
1.06
00)
0.48
98
n.s.
Nep
h, 2
4-hr
ave
rage
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
85 (0
.869
1,1.
1472
) 0.
8833
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 1.
0116
(0.8
686,
1.17
83)
0.54
26
n.s.
CO
, 8-h
r max
(ppm
) la
g 0
1.00
46 (0
.981
7,1.
0281
) 0.
0704
n.
s. C
O, 8
-hr m
ax (p
pm)
lag
1 1.
0113
(0.9
888,
1.03
42)
0.72
69
n.s.
CO
, 8-h
r max
(ppm
) la
g 2
0.98
41 (0
.962
6,1.
0062
) 0.
4363
n.
s. C
O, 8
-hr m
ax (p
pm)
lag
3 0.
9903
(0.9
690,
1.01
22)
0.10
71
n.s.
CO
, 8-h
r max
(ppm
) cu
rren
t day
+ la
g 1
1.01
25 (0
.985
6,1.
0401
) 0.
2197
n.
s. C
O, 8
-hr m
ax (p
pm)
curr
ent d
ay +
lag
1 +
lag
2 1.
0000
(0.9
703,
1.03
08)
0.09
92
n.s.
CO
, 8-h
r max
(ppm
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
26 (0
.960
2,1.
0260
) 0.
0388
W
inte
r (+)
![Page 83: May 2003 Perth, Western AustraliaDepartment of …...The case-crossover study design is an alternative to the traditional time series analysis and considers the effects of transient](https://reader034.vdocument.in/reader034/viewer/2022042417/5f325bc02bf7ac6257604db4/html5/thumbnails/83.jpg)
80
Pollu
tant
Lag
A
ll Y
ear
OR
(95%
CI)
Se
ason
al D
iffer
ence
(p
-val
ue)
Seas
onal
Dir
ectio
n
O3,
1-hr
max
(ppb
) la
g 0
1.00
14 (0
.998
9,1.
0039
) 0.
0136
W
inte
r (+)
O
3, 1-
hr m
ax (p
pb)
lag
1 0.
9989
(0.9
964,
1.00
15)
0.03
60
Win
ter (
+)
O3,
1-hr
max
(ppb
) la
g 2
0.99
83 (0
.995
7,1.
0009
) 0.
0093
W
inte
r (+)
O
3, 1-
hr m
ax (p
pb)
lag
3 1.
0004
(0.9
980,
1.00
29)
0.04
74
Win
ter (
+)
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
1.00
03 (0
.997
1,1.
0035
) 0.
0150
W
inte
r (+)
O
3, 1-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 0.
9989
(0.9
951,
1.00
28)
0.00
65
Win
ter (
+)
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
96 (0
.995
3,1.
0038
) 0.
0077
W
inte
r (+)
O
3, 4-
hr m
ax (p
pb)
lag
0 1.
0013
(0.9
981,
1.00
44)
0.01
41
Win
ter (
+)
O3,
4-hr
max
(ppb
) la
g 1
0.99
87 (0
.995
5,1.
0020
) 0.
0364
W
inte
r (+)
O
3, 4-
hr m
ax (p
pb)
lag
2 0.
9986
(0.9
954,
1.00
18)
0.00
96
Win
ter (
+)
O3,
4-hr
max
(ppb
) la
g 3
1.00
07 (0
.997
7,1.
0038
) 0.
0342
W
inte
r (+)
O
3, 4-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 1.
0000
(0.9
961,
1.00
41)
0.01
66
Win
ter (
+)
O3,
4-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
90 (0
.994
2,1.
0037
) 0.
0075
W
inte
r (+)
O
3, 4-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 0.
9998
(0.9
945,
1.00
50)
0.00
75
Win
ter (
+)
O3,
8-hr
max
(ppb
) la
g 0
1.00
22 (0
.998
4,1.
0060
) 0.
0145
W
inte
r (+)
O
3, 8-
hr m
ax (p
pb)
lag
1 0.
9973
(0.9
934,
1.00
12)
0.04
87
Win
ter (
+)
O3,
8-hr
max
(ppb
) la
g 2
0.99
94 (0
.995
6,1.
0031
) 0.
0079
W
inte
r (+)
O
3, 8-
hr m
ax (p
pb)
lag
3 1.
0012
(0.9
975,
1.00
49)
0.03
20
Win
ter (
+)
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
0.99
97 (0
.995
0,1.
0045
) 0.
0206
W
inte
r (+)
O
3, 8-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 0.
9992
(0.9
938,
1.00
46)
0.00
83
Win
ter (
+)
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
02 (0
.994
2,1.
0062
) 0.
0076
W
inte
r (+)
N
O2,
24-h
r ave
rage
(ppb
) la
g 0
0.99
91 (0
.993
8,1.
0045
) 0.
3731
n.
s. N
O2,
24-h
r ave
rage
(ppb
) la
g 1
1.00
58 (1
.000
3,1.
0113
) 0.
2215
n.
s. N
O2,
24-h
r ave
rage
(ppb
) la
g 2
0.99
99 (0
.994
0,1.
0059
) 0.
1137
n.
s. N
O2,
24-h
r ave
rage
(ppb
) la
g 3
0.99
68 (0
.991
2,1.
0024
) 0.
1335
n.
s. N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
1.00
32 (0
.997
0,1.
0094
) 0.
2548
n.
s. N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
26 (0
.995
4,1.
0099
) 0.
1646
n.
s. N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
07 (0
.992
7,1.
0087
) 0.
1298
n.
s. N
O2,
1-hr
max
(ppb
) la
g 0
0.99
97 (0
.997
4,1.
0021
) 0.
0557
n.
s. N
O2,
1-hr
max
(ppb
) la
g 1
1.00
17 (0
.999
3,1.
0041
) 0.
0587
n.
s. N
O2,
1-hr
max
(ppb
) la
g 2
0.99
98 (0
.997
1,1.
0024
) 0.
0056
W
inte
r (+)
N
O2,
1-hr
max
(ppb
) la
g 3
0.99
83 (0
.995
9,1.
0008
) 0.
1237
n.
s. N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
1.00
09 (0
.998
2,1.
0037
) 0.
0397
W
inte
r (+)
N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
06 (0
.997
4,1.
0039
) 0.
0125
W
inte
r (+)
N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
97 (0
.996
0,1.
0033
) 0.
0166
W
inte
r (+)
![Page 84: May 2003 Perth, Western AustraliaDepartment of …...The case-crossover study design is an alternative to the traditional time series analysis and considers the effects of transient](https://reader034.vdocument.in/reader034/viewer/2022042417/5f325bc02bf7ac6257604db4/html5/thumbnails/84.jpg)
80
10.5
A
sthm
a H
ospi
talis
atio
ns: O
dds r
atio
per
uni
t inc
reas
e in
pol
luta
nt, w
ith 9
5% c
onfid
ence
inte
rval
s
Po
lluta
nt
L
ag
All
Yea
r O
R (9
5% C
I)
Seas
onal
Diff
eren
ce
(p-v
alue
) Se
ason
al D
irec
tion
PM
2.5
(µg/
m3 )
lag
0 0.
9994
(0.9
974,
1.00
15)
0.52
49
ns
PM2.
5 (µ
g/m
3 ) la
g 1
0999
3 (0
.997
2,1.
0013
) 0.
2888
ns
PM
2.5
(µg/
m3 )
lag
2 1.
0024
(1.0
004,
1.00
44)
0.86
11
ns
PM2.
5 (µ
g/m
3 ) la
g 3
1.00
10 (0
.999
1,1.
0030
) 0.
5903
ns
PM
2.5
(µg/
m3 )
curr
ent d
ay +
lag
1 0.
9990
(0.9
965,
1.00
16)
0.31
73
ns
PM2.
5 (µ
g/m
3 ) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
08 (0
.997
8,1.
0037
) 0.
5302
ns
PM
2.5
(µg/
m3 )
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 1.
0015
(0.9
982,
1.00
48)
0.50
19
ns
Nep
h, 1
-hr m
ax (B
sp)
lag
0 0.
9923
(0.9
798,
1.00
50)
0.69
05
ns
Nep
h, 1
-hr m
ax (B
sp)
lag
1 0.
9989
(0.9
859,
1.01
21)
0.37
87
ns
Nep
h, 1
-hr m
ax (B
sp)
lag
2 0.
9957
(0.9
823,
1.00
93)
0.87
90
ns
Nep
h, 1
-hr m
ax (B
sp)
lag
3 1.
0031
(0.9
900,
1.01
64)
0.99
27
ns
Nep
h, 1
-hr m
ax (B
sp)
curr
ent d
ay +
lag
1 0.
9935
(0.9
783,
1.00
89)
0.71
04
ns
Nep
h, 1
-hr m
ax (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 0.
9918
(0.9
743,
1.00
97)
0.77
10
ns
Nep
h, 1
-hr m
ax (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 0.
9943
(0.9
746,
1.01
45)
0.86
28
ns
Nep
h, 2
4-hr
ave
rage
(Bsp
) la
g 0
1.01
45 (0
.924
2,1.
1136
) 0.
8294
ns
N
eph,
24-
hr a
vera
ge (B
sp)
lag
1 0.
9876
(0.8
978,
1.08
64)
0.73
84
ns
Nep
h, 2
4-hr
ave
rage
(Bsp
) la
g 2
0.97
61 (0
.883
9,1.
0779
) 0.
6529
ns
N
eph,
24-
hr a
vera
ge (B
sp)
lag
3 1.
0274
(0.9
345,
1.12
95)
0.57
98
ns
Nep
h, 2
4-hr
ave
rage
(Bsp
) cu
rren
t day
+ la
g 1
1.00
21 (0
.898
8,1.
1172
) 0.
7373
ns
N
eph,
24-
hr a
vera
ge (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 0.
9929
(0.8
764,
1.12
51)
0.92
06
ns
Nep
h, 2
4-hr
ave
rage
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
86 (0
.878
6,1.
1579
) 0.
8011
ns
C
O, 8
-hr m
ax (p
pm)
lag
0 1.
0130
(0.9
936,
1.03
27)
0.28
97
ns
CO
, 8-h
r max
(ppm
) la
g 1
0.98
30 (0
.964
7,1.
0017
) 0.
9264
ns
C
O, 8
-hr m
ax (p
pm)
lag
2 0.
9785
(0.9
606,
0.99
67)
0.41
78
ns
CO
, 8-h
r max
(ppm
) la
g 3
0.98
45 (0
.966
7,1.
0026
) 0.
2892
ns
C
O, 8
-hr m
ax (p
pm)
curr
ent d
ay +
lag
1 0.
9936
(0.9
715,
1.01
63)
0.80
22
ns
CO
, 8-h
r max
(ppm
) cu
rren
t day
+ la
g 1
+ la
g 2
0.98
11 (0
.956
8,1.
0060
) 0.
8612
ns
C
O, 8
-hr m
ax (p
pm)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 0.
9722
(0.9
459,
0.99
92)
0.66
02
ns
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81
Pollu
tant
Lag
A
ll Y
ear
OR
(95%
CI)
Se
ason
al D
iffer
ence
(p
-val
ue)
Seas
onal
Dir
ectio
n
O3,
1-hr
max
(ppb
) la
g 0
1.00
15 (0
.999
3,1.
0037
) 0.
3366
ns
O
3, 1-
hr m
ax (p
pb)
lag
1 0.
9988
(0.9
965,
1.00
11)
0.97
49
ns
O3,
1-hr
max
(ppb
) la
g 2
0.99
88 (0
.996
4,1.
0011
) 0.
7446
ns
O
3, 1-
hr m
ax (p
pb)
lag
3 1.
0015
(0.9
937,
1.00
37)
0.82
69
ns
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
1.00
02 (0
.997
4,1.
0030
) 0.
5831
ns
O
3, 1-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 0.
9992
(0.9
958,
1.00
26)
0.73
46
ns
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
07 (0
.996
9,1.
0045
) 0.
6794
ns
O
3, 4-
hr m
ax (p
pb)
lag
0 1.
0017
(0.9
990,
1.00
45)
0.47
76
ns
O3,
4-hr
max
(ppb
) la
g 1
0.99
87 (0
.995
8,1.
0015
) 0.
8131
ns
O
3, 4-
hr m
ax (p
pb)
lag
2 0.
9985
(0.9
956,
1.00
15)
0.75
19
ns
O3,
4-hr
max
(ppb
) la
g 3
1.00
22 (0
.999
5,1.
0050
) 0.
7901
ns
O
3, 4-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 1.
0002
(0.9
967,
1.00
38)
0.58
59
ns
O3,
4-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
91 (0
.994
9,1.
0034
) 0.
7460
ns
O
3, 4-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 1.
0008
(0.9
961,
1.00
55)
0.68
54
ns
O3,
8-hr
max
(ppb
) la
g 0
1.00
19 (0
.998
5,1.
0053
) 0.
5278
ns
O
3, 8-
hr m
ax (p
pb)
lag
1 0.
9984
(0.9
950,
1.00
19)
0.54
30
ns
O3,
8-hr
max
(ppb
) la
g 2
0.99
94 (0
.995
9,1.
0028
) 0.
9401
ns
O
3, 8-
hr m
ax (p
pb)
lag
3 1.
0023
(0.9
990,
1.00
56)
0.91
84
ns
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
1.00
02 (0
.995
9,1.
0044
) 0.
4566
ns
O
3, 8-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 0.
9997
(0.9
947,
1.00
46)
0.58
72
ns
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
10 (0
.995
6,1.
0065
) 0.
6234
ns
N
O2,
24-h
r ave
rage
(ppb
) la
g 0
1.00
32 (0
.998
5,1.
0080
) 0.
3913
ns
N
O2,
24-h
r ave
rage
(ppb
) la
g 1
0.99
89 (0
.994
1,1.
0037
) 0.
6263
ns
N
O2,
24-h
r ave
rage
(ppb
) la
g 2
0.99
50 (0
.989
9,1.
0002
) 0.
9719
ns
N
O2,
24-h
r ave
rage
(ppb
) la
g 3
0.99
89 (0
.994
1,1.
0038
) 0.
9919
ns
N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
1.00
15 (0
.996
0,1.
0070
) 0.
8243
ns
N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
87 (0
.992
4,1.
0050
) 0.
8803
ns
N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
82 (0
.991
3,1.
0052
) 0.
8832
ns
N
O2,
1-hr
max
(ppb
) la
g 0
1.00
06 (0
.998
6,1.
0027
) 0.
3078
ns
N
O2,
1-hr
max
(ppb
) la
g 1
0.99
89 (0
.996
8,1.
0010
) 0.
8512
ns
N
O2,
1-hr
max
(ppb
) la
g 2
0.99
78 (0
.995
5,1.
0001
) 0.
7224
ns
N
O2,
1-hr
max
(ppb
) la
g 3
0.99
96 (0
.997
4,1.
0017
) 0.
6988
ns
N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
0.99
97 (0
.997
3,1.
0021
) 0.
6127
ns
N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
85 (0
.995
7,1.
0014
) 0.
8212
ns
N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
84 (0
.995
3,1.
0016
) 0.
7395
ns
![Page 86: May 2003 Perth, Western AustraliaDepartment of …...The case-crossover study design is an alternative to the traditional time series analysis and considers the effects of transient](https://reader034.vdocument.in/reader034/viewer/2022042417/5f325bc02bf7ac6257604db4/html5/thumbnails/86.jpg)
82
10.6
A
sthm
a H
ospi
talis
atio
ns (0
-14
Yea
rs):
Odd
s rat
io p
er u
nit i
ncre
ase
in p
ollu
tant
, with
95%
con
fiden
ce in
terv
als
Po
lluta
nt
L
ag
All
Yea
r O
R (9
5% C
I)
Seas
onal
Diff
eren
ce
(p-v
alue
) Se
ason
al D
irec
tion
PM
2.5
(µg/
m3 )
lag
0 0.
9986
(0.9
961,
1.00
13)
0.64
61
ns
PM2.
5 (µ
g/m
3 ) la
g 1
0.99
90 (0
.996
4,1.
0016
) 0.
5987
ns
PM
2.5
(µg/
m3 )
lag
2 1.
0034
(1.0
008,
1.00
60)
0.49
26
ns
PM2.
5 (µ
g/m
3 ) la
g 3
1.00
06 (0
.998
2,1.
0029
) 0.
9724
ns
PM
2.5
(µg/
m3 )
curr
ent d
ay +
lag
1 0.
9982
(0.9
950,
1.00
14)
0.55
42
ns
PM2.
5 (µ
g/m
3 ) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
07 (0
.997
0,1.
0045
) 0.
9193
ns
PM
2.5
(µg/
m3 )
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 1.
0011
(0.9
969,
1.00
53)
0.93
00
ns
Nep
h, 1
-hr m
ax (B
sp)
lag
0 0.
9882
(0.9
722,
1.00
45)
0.75
10
ns
Nep
h, 1
-hr m
ax (B
sp)
lag
1 0.
9932
(0.9
765,
1.01
01)
0.74
42
ns
Nep
h, 1
-hr m
ax (B
sp)
lag
2 0.
9970
(0.9
801,
1.01
42)
0.55
88
ns
Nep
h, 1
-hr m
ax (B
sp)
lag
3 1.
0101
(0.9
931,
1.02
74)
0.53
33
ns
Nep
h, 1
-hr m
ax (B
sp)
curr
ent d
ay +
lag
1 0.
9863
(0.9
669,
1.00
61)
0.60
08
ns
Nep
h, 1
-hr m
ax (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 0.
9863
(0.9
640,
1.00
91)
0.85
84
ns
Nep
h, 1
-hr m
ax (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 0.
9930
(0.9
678,
1.01
88)
0.82
49
ns
Nep
h, 2
4-hr
ave
rage
(Bsp
) la
g 0
0.98
32 (0
.973
5,1.
1067
) 0.
8200
ns
N
eph,
24-
hr a
vera
ge (B
sp)
lag
1 0.
9786
(0.8
674,
1.10
41)
0.82
58
ns
Nep
h, 2
4-hr
ave
rage
(Bsp
) la
g 2
1.04
10 (0
.918
5,1.
1790
) 0.
4779
ns
N
eph,
24-
hr a
vera
ge (B
sp)
lag
3 1.
0675
(0.9
460,
1.20
45)
0.76
81
ns
Nep
h, 2
4-hr
ave
rage
(Bsp
) cu
rren
t day
+ la
g 1
0.97
31 (0
.847
3,1.
1177
) 0.
9741
ns
N
eph,
24-
hr a
vera
ge (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 1.
0024
(0.8
555,
1.17
47)
0.76
62
ns
Nep
h, 2
4-hr
ave
rage
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.03
73 (0
.870
4,1.
2362
) 0.
6970
ns
C
O, 8
-hr m
ax (p
pm)
lag
0 1.
0109
(0.9
869,
1.03
55)
0.10
45
ns
CO
, 8-h
r max
(ppm
) la
g 1
0.97
66 (0
.954
0,0.
9997
) 0.
7998
ns
C
O, 8
-hr m
ax (p
pm)
lag
2 0.
9796
(0.9
574,
1.00
23)
0.15
70
ns
CO
, 8-h
r max
(ppm
) la
g 3
0.98
65 (0
.964
3,1.
0092
) 0.
8217
ns
C
O, 8
-hr m
ax (p
pm)
curr
ent d
ay +
lag
1 0.
9857
(0.9
584,
1.01
39)
0.51
76
ns
CO
, 8-h
r max
(ppm
) cu
rren
t day
+ la
g 1
+ la
g 2
0.97
45 (0
.944
5,1.
0054
) 0.
4536
ns
C
O, 8
-hr m
ax (p
pm)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 0.
9683
(0.9
358,
1.00
20)
0.78
21
ns
![Page 87: May 2003 Perth, Western AustraliaDepartment of …...The case-crossover study design is an alternative to the traditional time series analysis and considers the effects of transient](https://reader034.vdocument.in/reader034/viewer/2022042417/5f325bc02bf7ac6257604db4/html5/thumbnails/87.jpg)
83
Pollu
tant
Lag
A
ll Y
ear
OR
(95%
CI)
Se
ason
al D
iffer
ence
(p
-val
ue)
Seas
onal
Dir
ectio
n
O3,
1-hr
max
(ppb
) la
g 0
1.00
31 (1
.000
3,1.
0058
) 0.
7416
ns
O
3, 1-
hr m
ax (p
pb)
lag
1 0.
9993
(0.9
965,
1.00
22)
0.40
32
ns
O3,
1-hr
max
(ppb
) la
g 2
1.00
01 (0
.997
2,1.
0031
) 0.
1861
ns
O
3, 1-
hr m
ax (p
pb)
lag
3 1.
0022
(0.9
995,
1.00
49)
0.58
22
ns
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
1.00
17 (0
.998
2,1.
0052
) 0.
8044
ns
O
3, 1-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 1.
0015
(0.9
973,
1.00
58)
0.51
95
ns
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
35 (0
.998
8,1.
0082
) 0.
6036
ns
O
3, 4-
hr m
ax (p
pb)
lag
0 1.
0031
(0.9
997,
1.00
66)
0.97
11
ns
O3,
4-hr
max
(ppb
) la
g 1
0.99
97 (0
.996
1,1.
0033
) 0.
4504
ns
O
3, 4-
hr m
ax (p
pb)
lag
2 1.
0001
(0.9
964,
1.00
38)
0.13
70
ns
O3,
4-hr
max
(ppb
) la
g 3
1.00
25 (0
.999
1,1.
0060
) 0.
5224
ns
O
3, 4-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 1.
0020
(0.9
976,
1.00
64)
0.71
37
ns
O3,
4-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
17 (0
.996
4,1.
0070
) 0.
4410
ns
O
3, 4-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 1.
0037
(0.9
978,
1.00
97)
0.51
86
ns
O3,
8-hr
max
(ppb
) la
g 0
1.00
29 (0
.998
7,1.
0072
) 0.
9152
ns
O
3, 8-
hr m
ax (p
pb)
lag
1 0.
9996
(0.9
952,
1.00
40)
0.67
81
ns
O3,
8-hr
max
(ppb
) la
g 2
1.00
09 (0
.996
5,1.
0053
) 0.
1359
ns
O
3, 8-
hr m
ax (p
pb)
lag
3 1.
0019
(0.9
978,
1.00
61)
0.23
08
ns
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
1.00
16 (0
.996
3,1.
0070
) 0.
8610
ns
O
3, 8-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 1.
0019
(0.9
957,
1.00
82)
0.53
01
ns
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
30 (0
.996
1,1.
0098
) 0.
5053
ns
N
O2,
24-h
r ave
rage
(ppb
) la
g 0
1.00
30 (0
.997
1,1.
0090
) 0.
1632
ns
N
O2,
24-h
r ave
rage
(ppb
) la
g 1
0.99
75 (0
.991
5,1.
0036
) 0.
8954
ns
N
O2,
24-h
r ave
rage
(ppb
) la
g 2
0.99
72 (0
.990
7,1.
0036
) 0.
5975
ns
N
O2,
24-h
r ave
rage
(ppb
) la
g 3
1.00
16 (0
.995
5,1.
0077
) 0.
6352
ns
N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
1.00
04 (0
.993
5,1.
0073
) 0.
3888
ns
N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
87 (0
.990
8,1.
0067
) 0.
4165
ns
N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
97 (0
.991
0,1.
0085
) 0.
4236
ns
N
O2,
1-hr
max
(ppb
) la
g 0
1.00
12 (0
.998
7,1.
0038
) 0.
0843
ns
N
O2,
1-hr
max
(ppb
) la
g 1
0.99
87 (0
.996
1,1.
0013
) 0.
6786
ns
N
O2,
1-hr
max
(ppb
) la
g 2
0.99
80 (0
.995
1,1.
0009
) 0.
5197
ns
N
O2,
1-hr
max
(ppb
) la
g 3
1.00
09 (0
.998
2,1.
0036
) 0.
5434
ns
N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
0.99
99 (0
.996
9,1.
0029
) 0.
2111
ns
N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
88 (0
.995
3,1.
0024
) 0.
2613
ns
N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
95 (0
.995
5,1.
0035
) 0.
2707
ns
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84
10.7
A
sthm
a H
ospi
talis
atio
ns (6
5+ Y
ears
): O
dds r
atio
per
uni
t inc
reas
e in
pol
luta
nt, w
ith 9
5% c
onfid
ence
inte
rval
s
Pollu
tant
Lag
A
ll Y
ear
OR
(95%
CI)
Se
ason
al D
iffer
ence
(p
-val
ue)
Seas
onal
Dir
ectio
n
PM2.
5 (µ
g/m
3 ) la
g 0
1.00
26 (0
.996
3,1.
0090
) 0.
4528
n.
s. PM
2.5
(µg/
m3 )
lag
1 0.
9971
(0.9
902,
1.00
41)
0.33
50
n.s.
PM2.
5 (µ
g/m
3 ) la
g 2
0.99
94 (0
.992
3,1.
0066
) 0.
8306
n.
s. PM
2.5
(µg/
m3 )
lag
3 0.
9985
(0.9
903,
1.00
68)
0.46
51
n.s.
PM2.
5 (µ
g/m
3 ) cu
rren
t day
+ la
g 1
1.00
01 (0
.992
0,1.
0082
) 0.
3078
n.
s. PM
2.5
(µg/
m3 )
curr
ent d
ay +
lag
1 +
lag
2 0.
9997
(0.9
900,
1.00
95)
0.40
45
n.s.
PM2.
5 (µ
g/m
3 ) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
90 (0
.987
6,1.
0105
) 0.
3542
n.
s. N
eph,
1-h
r max
(Bsp
) la
g 0
0.99
96 (0
.961
2,1.
0395
) 0.
3845
n.
s. N
eph,
1-h
r max
(Bsp
) la
g 1
1.02
25 (0
.981
1,1.
0656
) 0.
0676
n.
s. N
eph,
1-h
r max
(Bsp
) la
g 2
1.02
13 (0
.977
3,1.
0673
) 0.
9525
n.
s. N
eph,
1-h
r max
(Bsp
) la
g 3
0.97
60 (0
.935
9,1.
0179
) 0.
9384
n.
s. N
eph,
1-h
r max
(Bsp
) cu
rren
t day
+ la
g 1
1.01
49 (0
.967
3,1.
0649
) 0.
0883
n.
s. N
eph,
1-h
r max
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
1.02
65 (0
.969
3,1.
0869
) 0.
2320
n.
s. N
eph,
1-h
r max
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.01
07 (0
.946
7,1.
0791
) 0.
2669
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
lag
0 1.
0645
(0.7
852,
1.44
32)
0.25
07
n.s.
Nep
h, 2
4-hr
ave
rage
(Bsp
) la
g 1
1.06
09 (0
.776
5,1.
4495
) 0.
1273
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
lag
2 0.
9972
(0.7
130,
1.39
47)
0.70
48
n.s.
Nep
h, 2
4-hr
ave
rage
(Bsp
) la
g 3
0.84
54 (0
.619
3,1.
1540
) 0.
4393
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
curr
ent d
ay +
lag
1 1.
0872
(0.7
632,
1.54
88)
0.11
84
n.s.
Nep
h, 2
4-hr
ave
rage
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
1.07
39 (0
.711
4,1.
6211
) 0.
1984
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 0.
9768
(0.6
174,
1.54
55)
0.16
85
n.s.
CO
, 8-h
r max
(ppm
) la
g 0
1.03
56 (0
.965
4,1.
1109
) 0.
9300
n.
s C
O, 8
-hr m
ax (p
pm)
lag
1 1.
0139
(0.9
477,
1.08
46)
0.67
59
n.s
CO
, 8-h
r max
(ppm
) la
g 2
1.00
50 (0
.940
9,1.
0734
) 0.
0524
n.
s C
O, 8
-hr m
ax (p
pm)
lag
3 0.
9439
(0.8
841,
1.00
77)
0.01
60
Win
ter (
+)
CO
, 8-h
r max
(ppm
) cu
rren
t day
+ la
g 1
1.03
71 (0
.956
1,1.
1250
) 0.
8212
n.
s C
O, 8
-hr m
ax (p
pm)
curr
ent d
ay +
lag
1 +
lag
2 1.
0368
(0.9
458,
1.13
66)
0.22
92
n.s
CO
, 8-h
r max
(ppm
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
29 (0
.897
5,1.
0984
) 0.
0846
n.
s
![Page 89: May 2003 Perth, Western AustraliaDepartment of …...The case-crossover study design is an alternative to the traditional time series analysis and considers the effects of transient](https://reader034.vdocument.in/reader034/viewer/2022042417/5f325bc02bf7ac6257604db4/html5/thumbnails/89.jpg)
85
Pollu
tant
Lag
A
ll Y
ear
OR
(95%
CI)
Se
ason
al D
iffer
ence
(p
-val
ue)
Seas
onal
Dir
ectio
n
O3,
1-hr
max
(ppb
) la
g 0
0.99
65 (0
.988
8,1.
0043
) 0.
2824
n.
s O
3, 1-
hr m
ax (p
pb)
lag
1 0.
9979
(0.9
903,
1.00
55)
0.16
63
n.s
O3,
1-hr
max
(ppb
) la
g 2
0.99
51 (0
.987
4,1.
0029
) 0.
0184
W
inte
r (+)
O
3, 1-
hr m
ax (p
pb)
lag
3 0.
9994
(0.9
921,
1.00
67)
0.13
82
n.s
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
0.99
65 (0
.987
0,1.
0061
) 0.
1692
n.
s O
3, 1-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 0.
9948
(0.9
833,
1.00
64)
0.05
86
n.s
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
55 (0
.982
9,1.
0084
) 0.
0831
n.
s O
3, 4-
hr m
ax (p
pb)
lag
0 0.
9967
(0.9
870,
1.00
65)
0.24
58
n.s
O3,
4-hr
max
(ppb
) la
g 1
0.99
63 (0
.987
0,1.
0058
) 0.
1214
n.
s O
3, 4-
hr m
ax (p
pb)
lag
2 0.
9958
(0.9
863,
1.00
55)
0.02
26
Win
ter (
+)
O3,
4-hr
max
(ppb
) la
g 3
1.00
03 (0
.991
1,1.
0096
) 0.
0787
n.
s O
3, 4-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 0.
9959
(0.9
841,
1.00
78)
0.14
47
n.s
O3,
4-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
49 (0
.980
9,1.
0091
) 0.
0614
n.
s O
3, 4-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 0.
9967
(0.9
812,
1.01
24)
0.07
04
n.s
O3,
8-hr
max
(ppb
) la
g 0
0.99
80 (0
.986
4,1.
0097
) 0.
2591
n.
s O
3, 8-
hr m
ax (p
pb)
lag
1 0.
9921
(0.9
809,
1.00
33)
0.10
88
n.s
O3,
8-hr
max
(ppb
) la
g 2
0.99
75 (0
.986
5,1.
0087
) 0.
0173
W
inte
r (+)
O
3, 8-
hr m
ax (p
pb)
lag
3 1.
0022
(0.9
913,
1.01
32)
0.05
33
n.s
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
0.99
40 (0
.980
2,1.
0080
) 0.
1615
n.
s O
3, 8-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 0.
9951
(0.9
792,
1.01
13)
0.06
61
n.s
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
85 (0
.981
0,1.
0163
) 0.
0681
n.
s N
O2,
24-h
r ave
rage
(ppb
) la
g 0
0.99
44 (0
.978
8,1.
0102
) 0.
5554
n.
s N
O2,
24-h
r ave
rage
(ppb
) la
g 1
1.00
36 (0
.987
6,1.
0198
) 0.
0521
n.
s N
O2,
24-h
r ave
rage
(ppb
) la
g 2
0.99
74 (0
.980
0,1.
0150
) 0.
0554
n.
s N
O2,
24-h
r ave
rage
(ppb
) la
g 3
0.98
45 (0
.968
3,1.
0010
) 0.
3281
n.
s N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
0.99
91 (0
.981
1,1.
0174
) 0.
1667
n.
s N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
75 (0
.976
6,1.
0188
) 0.
0904
n.
s N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.98
93 (0
.966
2,1.
0129
) 0.
1147
n.
s N
O2,
1-hr
max
(ppb
) la
g 0
0.99
50 (0
.988
1,1.
0019
) 0.
4268
n.
s N
O2,
1-hr
max
(ppb
) la
g 1
0.99
94 (0
.992
4,1.
0065
) 0.
0160
W
inte
r (+)
N
O2,
1-hr
max
(ppb
) la
g 2
0.99
79 (0
.990
3,1.
0056
) 0.
0123
W
inte
r (+)
N
O2,
1-hr
max
(ppb
) la
g 3
0.99
40 (0
.986
7,1.
0014
) 0.
3728
n.
s N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
0.99
63 (0
.988
3,1.
0045
) 0.
0783
n.
s N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
54 (0
.986
0,1.
0049
) 0.
0278
W
inte
r (+)
N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
23 (0
.981
8,1.
0030
) 0.
0523
n.
s
![Page 90: May 2003 Perth, Western AustraliaDepartment of …...The case-crossover study design is an alternative to the traditional time series analysis and considers the effects of transient](https://reader034.vdocument.in/reader034/viewer/2022042417/5f325bc02bf7ac6257604db4/html5/thumbnails/90.jpg)
86
10.8
C
OPD
Hos
pita
lisat
ions
: Odd
s rat
io p
er u
nit i
ncre
ase
in p
ollu
tant
, with
95%
con
fiden
ce in
terv
als
Po
lluta
nt
L
ag
All
Yea
r O
R (9
5% C
I)
Seas
onal
Diff
eren
ce
(p-v
alue
) Se
ason
al D
irec
tion
PM
2.5
(µg/
m3 )
lag
0 0.
9981
(0.9
946,
1.00
16)
0.71
16
n.s.
PM2.
5 (µ
g/m
3 ) la
g 1
0.99
79 (0
.994
4,1.
0015
) 0.
9437
n.
s. PM
2.5
(µg/
m3 )
lag
2 1.
0007
(0.9
972,
1.00
41)
0.17
98
n.s.
PM2.
5 (µ
g/m
3 ) la
g 3
0.99
88 (0
.995
2,1.
0023
) 0.
4420
n.
s. PM
2.5
(µg/
m3 )
curr
ent d
ay +
lag
1 0.
9970
(0.9
927,
1.00
13)
0.86
59
n.s.
PM2.
5 (µ
g/m
3 ) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
78 (0
.992
8,1.
0027
) 0.
4966
n.
s. PM
2.5
(µg/
m3 )
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 0.
9970
(0.9
914,
1.00
27)
0.42
80
n.s.
Nep
h, 1
-hr m
ax (B
sp)
lag
0 0.
9933
(0.9
723,
1.01
47)
0.16
62
n.s.
Nep
h, 1
-hr m
ax (B
sp)
lag
1 1.
0012
(0.9
801,
1.02
27)
0.45
28
n.s.
Nep
h, 1
-hr m
ax (B
sp)
lag
2 1.
0347
(1.0
125,
1.05
73)
0.25
91
n.s.
Nep
h, 1
-hr m
ax (B
sp)
lag
3 1.
0051
(0.9
846,
1.02
60)
0.61
00
n.s.
Nep
h, 1
-hr m
ax (B
sp)
curr
ent d
ay +
lag
1 0.
9961
(0.9
711,
1.02
18)
0.69
76
n.s.
Nep
h, 1
-hr m
ax (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 1.
0178
(0.9
883,
1.04
82)
0.27
22
n.s.
Nep
h, 1
-hr m
ax (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 1.
0203
(0.9
873,
1.05
45)
0.25
68
n.s.
Nep
h, 2
4-hr
ave
rage
(Bsp
) la
g 0
0.91
15 (0
.781
0,1.
0637
) 0.
5900
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
lag
1 0.
9644
(0.8
214,
1.13
24)
0.97
60
n.s.
Nep
h, 2
4-hr
ave
rage
(Bsp
) la
g 2
1.16
56 (0
.993
1,1.
3681
) 0.
0462
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
lag
3 0.
9810
(0.8
385,
1.14
78)
0.61
74
n.s.
Nep
h, 2
4-hr
ave
rage
(Bsp
) cu
rren
t day
+ la
g 1
0.91
81 (0
.765
6,1.
1010
) 0.
7966
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 1.
0139
(0.8
244,
1.24
70)
0.25
18
n.s.
Nep
h, 2
4-hr
ave
rage
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
41 (0
.799
6,1.
2609
) 0.
2862
n.
s. C
O, 8
-hr m
ax (p
pm)
lag
0 0.
9945
(0.9
621,
1.02
81)
0.10
38
n.s.
CO
, 8-h
r max
(ppm
) la
g 1
1.00
08 (0
.968
8,1.
0038
) 0.
7623
n.
s. C
O, 8
-hr m
ax (p
pm)
lag
2 0.
9857
(0.9
545,
1.01
79)
0.84
97
n.s.
CO
, 8-h
r max
(ppm
) la
g 3
0.99
84 (0
.967
7,1.
0302
) 0.
7079
n.
s. C
O, 8
-hr m
ax (p
pm)
curr
ent d
ay +
lag
1 0.
9955
(0.9
576,
1.03
48)
0.26
37
n.s.
CO
, 8-h
r max
(ppm
) cu
rren
t day
+ la
g 1
+ la
g 2
0.98
54 (0
.943
3,1.
0294
) 0.
2923
n.
s. C
O, 8
-hr m
ax (p
pm)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 0.
9901
(0.9
441,
1.03
83)
0.33
17
n.s.
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87
Pollu
tant
Lag
A
ll Y
ear
OR
(95%
CI)
Se
ason
al D
iffer
ence
(p
-val
ue)
Seas
onal
Dir
ectio
n
O3,
1-hr
max
(ppb
) la
g 0
1.00
03 (0
.996
7,1.
0039
) 0.
1645
n.
s. O
3, 1-
hr m
ax (p
pb)
lag
1 0.
9958
(0.9
919,
0.99
97)
0.80
20
n.s.
O3,
1-hr
max
(ppb
) la
g 2
0.99
97 (0
.995
9,1.
0035
) 0.
2354
n.
s. O
3, 1-
hr m
ax (p
pb)
lag
3 1.
0035
(0.9
999,
1.00
70)
0.77
84
n.s.
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
0.99
69 (0
.992
2,1.
0016
) 0.
4078
n.
s. O
3, 1-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 0.
9964
(0.9
907,
1.00
21)
0.26
84
n.s.
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
00 (0
.993
7,1.
0064
) 0.
3410
n.
s. O
3, 4-
hr m
ax (p
pb)
lag
0 1.
0001
(0.9
956,
1.00
47)
0.15
36
n.s.
O3,
4-hr
max
(ppb
) la
g 1
0.99
55 (0
.990
7,1.
0004
) 0.
6264
n.
s. O
3, 4-
hr m
ax (p
pb)
lag
2 1.
0002
(0.9
954,
1.00
50)
0.21
28
n.s.
O3,
4-hr
max
(ppb
) la
g 3
1.00
47 (1
.000
2,1.
0092
) 0.
6208
n.
s. O
3, 4-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 0.
9966
(0.9
907,
1.00
25)
0.31
54
n.s.
O3,
4-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
61 (0
.989
2,1.
0031
) 0.
2154
n.
s. O
3, 4-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 1.
0006
(0.9
928,
1.00
84)
0.27
00
n.s.
O3,
8-hr
max
(ppb
) la
g 0
1.00
20 (0
.996
5,1.
0076
) 0.
1554
n.
s. O
3, 8-
hr m
ax (p
pb)
lag
1 0.
9937
(0.9
879,
0.99
95)
0.58
39
n.s.
O3,
8-hr
max
(ppb
) la
g 2
1.00
08 (0
.995
2,1.
0063
) 0.
2662
n.
s. O
3, 8-
hr m
ax (p
pb)
lag
3 1.
0054
(0.9
999,
1.01
09)
0.55
26
n.s.
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
0.99
67 (0
.989
7,1.
0037
) 0.
2790
n.
s. O
3, 8-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 0.
9967
(0.9
887,
1.00
47)
0.21
05
n.s.
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
12 (0
.992
3,1.
0101
) 0.
2540
n.
s. N
O2,
24-h
r ave
rage
(ppb
) la
g 0
0.99
79 (0
.990
1,1.
0059
) 0.
1208
n.
s. N
O2,
24-h
r ave
rage
(ppb
) la
g 1
1.00
20 (0
.994
1,1.
0100
) 0.
4864
n.
s. N
O2,
24-h
r ave
rage
(ppb
) la
g 2
1.00
10 (0
.992
4,1.
0097
) 0.
2104
n.
s. N
O2,
24-h
r ave
rage
(ppb
) la
g 3
0.99
79 (0
.989
6,1.
0062
) 0.
7456
n.
s. N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
1.00
01 (0
.991
0,1.
0092
) 0.
2237
n.
s. N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
05 (0
.990
0,1.
0111
) 0.
1803
n.
s. N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
94 (0
.987
6,1.
0113
) 0.
2576
n.
s. N
O2,
1-hr
max
(ppb
) la
g 0
0.99
99 (0
.996
4,1.
0033
) 0.
1017
n.
s. N
O2,
1-hr
max
(ppb
) la
g 1
1.00
11 (0
.997
6,1.
0045
) 0.
3149
n.
s. N
O2,
1-hr
max
(ppb
) la
g 2
1.00
03 (0
.996
5,1.
0041
) 0.
0533
n.
s. N
O2,
1-hr
max
(ppb
) la
g 3
1.00
01 (0
.996
5,1.
0038
) 0.
8696
n.
s. N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
1.00
07 (0
.996
7,1.
0047
) 0.
1511
n.
s. N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
07 (0
.996
0,1.
0055
) 0.
0791
n.
s. N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
08 (0
.995
4,1.
0062
) 0.
1931
n.
s.
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88
10.9
C
OPD
Hos
pita
lisat
ions
(65+
yea
rs):
Odd
s rat
io p
er u
nit i
ncre
ase
in p
ollu
tant
, with
95%
con
fiden
ce in
terv
als
Po
lluta
nt
L
ag
All
Yea
r O
R (9
5% C
I)
Seas
onal
Diff
eren
ce
(p-v
alue
) Se
ason
al D
irec
tion
PM
2.5
(µg/
m3 )
lag
0 0.
9984
(0.9
945,
1.00
23)
0.88
02
n.s.
PM2.
5 (µ
g/m
3 ) la
g 1
0.99
78 (0
.993
7,1.
0020
) 0.
9516
n.
s. PM
2.5
(µg/
m3 )
lag
2 0.
9994
(0.9
954,
1.00
34)
0.05
74
n.s.
PM2.
5 (µ
g/m
3 ) la
g 3
0.99
90 (0
.994
9,1.
0030
) 0.
8585
n.
s. PM
2.5
(µg/
m3 )
curr
ent d
ay +
lag
1 0.
9971
(0.9
922,
1.00
21)
0.95
72
n.s.
PM2.
5 (µ
g/m
3 ) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
70 (0
.991
3,1.
0028
) 0.
4036
n.
s. PM
2.5
(µg/
m3 )
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 0.
9965
(0.9
900,
1.00
30)
0.47
35
n.s.
Nep
h, 1
-hr m
ax (B
sp)
lag
0 0.
9958
(0.9
720,
1.02
01)
0.40
73
n.s.
Nep
h, 1
-hr m
ax (B
sp)
lag
1 1.
0069
(0.9
831,
1.03
13)
0.43
90
n.s.
Nep
h, 1
-hr m
ax (B
sp)
lag
2 1.
0492
(1.0
239,
1.07
52)
0.17
64
n.s.
Nep
h, 1
-hr m
ax (B
sp)
lag
3 1.
0054
(0.9
822,
1.02
92)
0.51
71
n.s.
Nep
h, 1
-hr m
ax (B
sp)
curr
ent d
ay +
lag
1 1.
0019
(0.9
736,
1.03
11)
0.96
05
n.s.
Nep
h, 1
-hr m
ax (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 1.
0318
(0.9
982,
1.06
66)
0.29
85
n.s.
Nep
h, 1
-hr m
ax (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 1.
0337
(0.9
960,
1.07
29)
0.55
97
n.s.
Nep
h, 2
4-hr
ave
rage
(Bsp
) la
g 0
0.91
16 (0
.764
6,1.
0868
) 0.
8822
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
lag
1 0.
9970
(0.8
316,
1.19
53)
0.89
01
n.s.
Nep
h, 2
4-hr
ave
rage
(Bsp
) la
g 2
1.24
31 (1
.037
7,1.
4892
) 0.
0402
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
lag
3 1.
0098
(0.8
463,
1.20
51)
0.70
56
n.s.
Nep
h, 2
4-hr
ave
rage
(Bsp
) cu
rren
t day
+ la
g 1
0.93
89 (0
.764
7,1.
1527
) 0.
9204
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 1.
0701
(0.8
480,
1.35
03)
0.27
49
n.s.
Nep
h, 2
4-hr
ave
rage
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.07
26 (0
.830
4,1.
3854
) 0.
4685
n.
s. C
O, 8
-hr m
ax (p
pm)
lag
0 0.
9828
(0.9
461,
1.02
10)
0.07
68
n.s.
CO
, 8-h
r max
(ppm
) la
g 1
1.00
17 (0
.965
0,1.
0398
) 0.
9678
n.
s. C
O, 8
-hr m
ax (p
pm)
lag
2 0.
9859
(0.9
502,
1.02
29)
0.64
52
n.s.
CO
, 8-h
r max
(ppm
) la
g 3
0.98
81 (0
.953
2,1.
0243
) 0.
6785
n.
s. C
O, 8
-hr m
ax (p
pm)
curr
ent d
ay +
lag
1 0.
9888
(0.9
458,
1.03
38)
0.31
58
n.s.
CO
, 8-h
r max
(ppm
) cu
rren
t day
+ la
g 1
+ la
g 2
0.98
23 (0
.934
2,1.
0329
) 0.
4442
n.
s. C
O, 8
-hr m
ax (p
pm)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 0.
9793
(0.9
271,
1.03
44)
0.45
75
n.s.
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89
Po
lluta
nt
L
ag
All
Yea
r O
R (9
5% C
I)
Seas
onal
Diff
eren
ce
(p-v
alue
) Se
ason
al D
irec
tion
O
3, 1-
hr m
ax (p
pb)
lag
0 1.
0008
(0.9
968,
1.00
49)
0.17
04
n.s.
O3,
1-hr
max
(ppb
) la
g 1
0.99
44 (0
.989
9,0.
9988
) 0.
5337
n.
s. O
3, 1-
hr m
ax (p
pb)
lag
2 1.
0015
(0.9
971,
1.00
58)
0.16
06
n.s.
O3,
1-hr
max
(ppb
) la
g 3
1.00
31 (0
.999
0,1.
0072
) 0.
2942
n.
s. O
3, 1-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 0
.996
3 (0
.990
9,1.
0017
) 0.
3198
n.
s. O
3, 1-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 0.
9968
(0.9
904,
1.00
33)
0.19
22
n.s.
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
99 (0
.992
8,1.
0072
) 0.
1985
n.
s. O
3, 4-
hr m
ax (p
pb)
lag
0 1.
0007
(0.9
955,
1.00
59)
0.15
94
n.s.
O3,
4-hr
max
(ppb
) la
g 1
0.99
40 (0
.988
4,0.
9995
) 0.
3543
n.
s. O
3, 4-
hr m
ax (p
pb)
lag
2 1.
0022
(0.9
968,
1.00
76)
0.17
08
n.s.
O3,
4-hr
max
(ppb
) la
g 3
1.00
43 (0
.999
2,1.
0095
) 0.
2222
n.
s. O
3, 4-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 0.
9958
(0.9
891,
1.00
25)
0.22
54
n.s.
O3,
4-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
66 (0
.988
7,1.
0046
) 0.
1532
n.
s. O
3, 4-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 1.
0007
(0.9
919,
1.00
95)
0.15
25
n.s.
O3,
8-hr
max
(ppb
) la
g 0
1.00
33 (0
.997
0,1.
0096
) 0.
1365
n.
s. O
3, 8-
hr m
ax (p
pb)
lag
1 0.
9922
(0.9
856,
0.99
88)
0.34
84
n.s.
O3,
8-hr
max
(ppb
) la
g 2
1.00
23 (0
.996
1,1.
0086
) 0.
2076
n.
s. O
3, 8-
hr m
ax (p
pb)
lag
3 1.
0051
(0.9
989,
1.01
13)
0.24
88
n.s.
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
0.99
63 (0
.988
4,1.
0042
) 0.
1861
n.
s. O
3, 8-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 0.
9973
(0.9
883,
1.00
64)
0.14
37
n.s.
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
16 (0
.991
6,1.
0116
) 0.
1503
n.
s. N
O2,
24-h
r ave
rage
(ppb
) la
g 0
0.99
73 (0
.988
4,1.
0063
) 0.
2032
n.
s. N
O2,
24-h
r ave
rage
(ppb
) la
g 1
1.00
72 (0
.998
1,1.
0163
) 0.
7959
n.
s. N
O2,
24-h
r ave
rage
(ppb
) la
g 2
1.00
35 (0
.993
7,1.
0134
) 0.
5095
n.
s. N
O2,
24-h
r ave
rage
(ppb
) la
g 3
0.99
85 (0
.989
0,1.
0080
) 0.
4785
n.
s. N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
1.00
31 (0
.992
8,1.
0135
) 0.
3975
n.
s. N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
45 (0
.992
6,1.
0166
) 0.
3868
n.
s. N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
34 (0
.990
0,1.
0169
) 0.
3809
n.
s. N
O2,
1-hr
max
(ppb
) la
g 0
1.00
03 (0
.996
5,1.
0042
) 0.
1344
n.
s. N
O2,
1-hr
max
(ppb
) la
g 1
1.00
24 (0
.998
5,1.
0063
) 0.
3755
n.
s. N
O2,
1-hr
max
(ppb
) la
g 2
1.00
27 (0
.998
4,1.
0071
) 0.
0618
n.
s. N
O2,
1-hr
max
(ppb
) la
g 3
0.99
99 (0
.995
8,1.
0041
) 0.
6959
n.
s. N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
1.00
19 (0
.997
4,1.
0065
) 0.
1884
n.
s. N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
32 (0
.997
8,1.
0086
) 0.
0980
n.
s. N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
30 (0
.996
9,1.
0092
) 0.
1617
n.
s.
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90
10.1
0 P
neum
onia
Hos
pita
lisat
ions
: Odd
s rat
io p
er u
nit i
ncre
ase
in p
ollu
tant
, w
ith 9
5% c
onfid
ence
inte
rval
s
Pollu
tant
Lag
A
ll Y
ear
OR
(95%
CI)
Se
ason
al D
iffer
ence
(p
-val
ue)
Seas
onal
Dir
ectio
n
PM2.
5 (µ
g/m
3 ) la
g 0
0.99
87 (0
.995
8,1.
0017
) 0.
2591
n.
s. PM
2.5
(µg/
m3 )
lag
1 1.
0027
(0.9
998,
1.00
55)
0.22
60
n.s.
PM2.
5 (µ
g/m
3 ) la
g 2
1.00
17 (0
.998
7,1.
0048
) 0.
9184
n.
s. PM
2.5
(µg/
m3 )
lag
3 1.
0045
(1.0
014,
1.00
76)
0.63
24
n.s.
PM2.
5 (µ
g/m
3 ) cu
rren
t day
+ la
g 1
1.00
11 (0
.997
5,1.
0046
) 0.
1712
n.
s. PM
2.5
(µg/
m3 )
curr
ent d
ay +
lag
1 +
lag
2 1.
0021
(0.9
978,
1.00
63)
0.30
77
n.s.
PM2.
5 (µ
g/m
3 ) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
48 (0
.999
9,1.
0097
) 0.
3547
n.
s. N
eph,
1-h
r max
(Bsp
) la
g 0
0.98
24 (0
.965
4,0.
9997
) 0.
3028
n.
s. N
eph,
1-h
r max
(Bsp
) la
g 1
1.00
56 (0
.988
1,1.
0234
) 0.
6382
n.
s. N
eph,
1-h
r max
(Bsp
) la
g 2
1.01
88 (1
.000
5,1.
0376
) 0.
8316
n.
s. N
eph,
1-h
r max
(Bsp
) la
g 3
1.01
34 (0
.995
7,1.
0313
) 0.
3334
n.
s. N
eph,
1-h
r max
(Bsp
) cu
rren
t day
+ la
g 1
0.99
12 (0
.970
8,1.
0120
) 0.
7251
n.
s. N
eph,
1-h
r max
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
29 (0
.979
0,1.
0273
) 0.
9357
n.
s. N
eph,
1-h
r max
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.01
05 (0
.983
7,1.
0380
) 0.
7061
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
lag
0 0.
8833
(0.7
745,
1.00
74)
0.42
73
n.s.
Nep
h, 2
4-hr
ave
rage
(Bsp
) la
g 1
1.00
95 (0
.883
8,1.
1532
) 0.
5092
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
lag
2 1.
1050
(0.9
659,
1.26
40)
0.70
04
n.s.
Nep
h, 2
4-hr
ave
rage
(Bsp
) la
g 3
1.11
22 (0
.977
4,1.
2657
) 0.
7289
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
curr
ent d
ay +
lag
1 0.
9267
(0.7
962,
1.07
85)
0.89
97
n.s.
Nep
h, 2
4-hr
ave
rage
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
0.98
98 (0
.834
9,1.
1734
) 0.
9041
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 1.
0451
(0.8
677,
1.25
86)
0.96
31
n.s.
CO
, 8-h
r max
(ppm
) la
g 0
0.99
71 (0
.969
3,1.
0258
) 0.
2787
n.
s. C
O, 8
-hr m
ax (p
pm)
lag
1 1.
0081
(0.9
808,
1.03
62)
0.18
56
n.s.
CO
, 8-h
r max
(ppm
) la
g 2
1.00
27 (0
.975
8,1.
0303
) 0.
4218
n.
s. C
O, 8
-hr m
ax (p
pm)
lag
3 1.
0160
(0.9
892,
1.04
35)
0.57
58
n.s.
CO
, 8-h
r max
(ppm
) cu
rren
t day
+ la
g 1
1.00
58 (0
.973
4,1.
0394
) 0.
1259
n.
s. C
O, 8
-hr m
ax (p
pm)
curr
ent d
ay +
lag
1 +
lag
2 1.
0082
(0.9
718,
1.04
59)
0.06
76
n.s.
CO
, 8-h
r max
(ppm
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
84 (0
.968
6,1.
0499
) 0.
0601
n.
s.
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91
Pollu
tant
Lag
A
ll Y
ear
OR
(95%
CI)
Se
ason
al D
iffer
ence
(p
-val
ue)
Seas
onal
Dir
ectio
n
O3,
1-hr
max
(ppb
) la
g 0
1.00
12 (0
.998
3,1.
0043
) 0.
2765
n.
s. O
3, 1-
hr m
ax (p
pb)
lag
1 1.
0011
(0.9
980,
1.00
43)
0.19
12
n.s.
O3,
1-hr
max
(ppb
) la
g 2
0.99
91 (0
.996
0,1.
0023
) 0.
3802
n.
s. O
3, 1-
hr m
ax (p
pb)
lag
3 1.
0006
(0.9
977,
1.00
35)
0.45
01
n.s.
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
1.00
21 (0
.998
2,1.
0060
) 0.
1602
n.
s. O
3, 1-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 1.
0013
(0.9
966,
1.00
60)
0.20
94
n.s.
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
14 (0
.996
3,1.
0066
) 0.
2305
n.
s. O
3, 4-
hr m
ax (p
pb)
lag
0 1.
0020
(0.9
982,
1.00
58)
0.16
50
n.s.
O3,
4-hr
max
(ppb
) la
g 1
1.00
08 (0
.996
9,1.
0048
) 0.
3461
n.
s. O
3, 4-
hr m
ax (p
pb)
lag
2 0.
9985
(0.9
946,
1.00
25)
0.38
99
n.s.
O3,
4-hr
max
(ppb
) la
g 3
1.00
05 (0
.996
9,1.
0042
) 0.
4846
n.
s. O
3, 4-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 1.
0025
(0.9
976,
1.00
74)
0.18
79
n.s.
O3,
4-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
13 (0
.995
6,1.
0071
) 0.
2156
n.
s. O
3, 4-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 1.
0013
(0.9
950,
1.00
76)
0.23
87
n.s.
O3,
8-hr
max
(ppb
) la
g 0
1.00
23 (0
.997
7,1.
0069
) 0.
2132
n.
s. O
3, 8-
hr m
ax (p
pb)
lag
1 1.
0003
(0.9
956,
1.00
51)
0.52
79
n.s.
O3,
8-hr
max
(ppb
) la
g 2
0.99
77 (0
.993
2,1.
0023
) 0.
4444
n.
s. O
3, 8-
hr m
ax (p
pb)
lag
3 1.
0006
(0.9
962,
1.00
50)
0.58
00
n.s.
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
1.00
24 (0
.996
6,1.
0082
) 0.
3039
n.
s. O
3, 8-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 1.
0004
(0.9
938,
1.00
71)
0.29
10
n.s.
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
04 (0
.993
3,1.
0077
) 0.
3142
n.
s. N
O2,
24-h
r ave
rage
(ppb
) la
g 0
0.99
86 (0
.992
0,1.
0053
) 0.
9083
n.
s. N
O2,
24-h
r ave
rage
(ppb
) la
g 1
1.00
45 (0
.997
7,1.
0113
) 0.
1415
n.
s. N
O2,
24-h
r ave
rage
(ppb
) la
g 2
1.00
20 (0
.994
8,1.
0093
) 0.
2166
n.
s. N
O2,
24-h
r ave
rage
(ppb
) la
g 3
1.00
39 (0
.997
0,1.
0108
) 0.
3334
n.
s. N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
1.00
20 (0
.994
3,1.
0097
) 0.
3950
n.
s. N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
27 (0
.993
9,1.
0117
) 0.
2876
n.
s. N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
41 (0
.994
2,1.
0140
) 0.
2840
n.
s. N
O2,
1-hr
max
(ppb
) la
g 0
0.99
99 (0
.997
0,1.
0028
) 0.
6553
n.
s. N
O2,
1-hr
max
(ppb
) la
g 1
1.00
10 (0
.998
1,1.
0039
) 0.
1642
n.
s. N
O2,
1-hr
max
(ppb
) la
g 2
0.99
93 (0
.996
1,1.
0025
) 0.
1680
n.
s. N
O2,
1-hr
max
(ppb
) la
g 3
1.00
18 (0
.998
8,1.
0048
) 0.
2547
n.
s. N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
1.00
06 (0
.997
2,1.
0040
) 0.
3226
n.
s. N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
01 (0
.996
2,1.
0041
) 0.
2186
n.
s. N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
09 (0
.996
5,1.
0054
) 0.
2202
n.
s.
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92
10.1
1 P
neum
onia
Hos
pita
lisat
ions
(65+
Yea
rs):
Odd
s rat
io p
er u
nit i
ncre
ase
in p
ollu
tant
, with
95%
con
fiden
ce in
terv
als
Po
lluta
nt
L
ag
All
Yea
r O
R (9
5% C
I)
Seas
onal
Diff
eren
ce
(p-v
alue
) Se
ason
al D
irec
tion
PM
2.5
(µg/
m3 )
lag
0 0.
9978
(0.9
934,
1.00
23)
0.85
53
n.s.
PM2.
5 (µ
g/m
3 ) la
g 1
1.00
19 (0
.997
7,1.
0061
) 0.
8061
n.
s. PM
2.5
(µg/
m3 )
lag
2 1.
0005
(0.9
961,
1.00
49)
0.67
14
n.s.
PM2.
5 (µ
g/m
3 ) la
g 3
1.00
48 (1
.000
1,1.
0097
) 0.
8475
n.
s. PM
2.5
(µg/
m3 )
curr
ent d
ay +
lag
1 0.
9999
(0.9
946,
1.00
53)
0.95
41
n.s.
PM2.
5 (µ
g/m
3 ) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
02 (0
.994
0,1.
0065
) 0.
8255
n.
s. PM
2.5
(µg/
m3 )
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 1.
0030
(0.9
958,
1.01
02)
0.84
55
n.s.
Nep
h, 1
-hr m
ax (B
sp)
lag
0 0.
9676
(0.9
427,
0.99
32)
0.29
91
n.s.
Nep
h, 1
-hr m
ax (B
sp)
lag
1 0.
9879
(0.9
627,
1.01
37)
0.52
16
n.s.
Nep
h, 1
-hr m
ax (B
sp)
lag
2 0.
9996
(0.9
730,
1.02
69)
0.48
40
n.s.
Nep
h, 1
-hr m
ax (B
sp)
lag
3 1.
0007
(0.9
753,
1.02
67)
0.84
66
n.s.
Nep
h, 1
-hr m
ax (B
sp)
curr
ent d
ay +
lag
1 0.
9688
(0.9
395,
0.99
91)
0.75
02
n.s.
Nep
h, 1
-hr m
ax (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 0.
9718
(0.9
377,
1.00
71)
0.93
47
n.s.
Nep
h, 1
-hr m
ax (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 0.
9744
(0.9
365,
1.01
38)
0.97
90
n.s.
Nep
h, 2
4-hr
ave
rage
(Bsp
) la
g 0
0.85
31 (0
.702
9,1.
0355
) 0.
4738
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
lag
1 0.
8804
(0.7
228,
1.07
24)
0.19
25
n.s.
Nep
h, 2
4-hr
ave
rage
(Bsp
) la
g 2
0.98
30 (0
.805
2,1.
2000
) 0.
8037
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
lag
3 1.
0730
(0.8
879,
1.29
67)
0.88
44
n.s.
Nep
h, 2
4-hr
ave
rage
(Bsp
) cu
rren
t day
+ la
g 1
0.82
96 (0
.663
0,1.
0381
) 0.
2827
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 0.
8481
(0.6
593,
1.09
08)
0.39
19
n.s.
Nep
h, 2
4-hr
ave
rage
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.89
48 (0
.680
3,1.
1770
) 0.
4558
n.
s. C
O, 8
-hr m
ax (p
pm)
lag
0 1.
0057
(0.9
645,
1.04
87)
0.64
14
n.s.
CO
, 8-h
r max
(ppm
) la
g 1
1.02
34 (0
.982
9,1.
0657
) 0.
4923
n.
s. C
O, 8
-hr m
ax (p
pm)
lag
2 0.
9831
(0.9
445,
1.02
33)
0.55
93
n.s.
CO
, 8-h
r max
(ppm
) la
g 3
1.01
14 (0
.972
0,1.
0523
) 0.
9580
n.
s. C
O, 8
-hr m
ax (p
pm)
curr
ent d
ay +
lag
1 1.
0215
(0.9
731,
1.07
24)
0.47
30
n.s.
CO
, 8-h
r max
(ppm
) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
76 (0
.954
3,1.
0638
) 0.
2176
n.
s. C
O, 8
-hr m
ax (p
pm)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 1.
0066
(0.9
481,
1.06
88)
0.14
63
n.s.
![Page 97: May 2003 Perth, Western AustraliaDepartment of …...The case-crossover study design is an alternative to the traditional time series analysis and considers the effects of transient](https://reader034.vdocument.in/reader034/viewer/2022042417/5f325bc02bf7ac6257604db4/html5/thumbnails/97.jpg)
93
Pollu
tant
Lag
A
ll Y
ear
OR
(95%
CI)
Se
ason
al D
iffer
ence
(p
-val
ue)
Seas
onal
Dir
ectio
n
O3,
1-hr
max
(ppb
) la
g 0
1.00
31 (0
.998
7,1.
0075
) 0.
1508
n.
s. O
3, 1-
hr m
ax (p
pb)
lag
1 1.
0032
(0.9
986,
1.00
79)
0.33
97
n.s.
O3,
1-hr
max
(ppb
) la
g 2
0.99
90 (0
.994
4,1.
0036
) 0.
4384
n.
s. O
3, 1-
hr m
ax (p
pb)
lag
3 1.
0009
(0.9
966,
1.00
51)
0.30
33
n.s.
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
1.00
52 (0
.969
9,1.
0110
) 0.
1906
n.
s. O
3, 1-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 1.
0040
(0.9
970,
1.01
10)
0.23
41
n.s.
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
41 (0
.996
5,1.
0118
) 0.
2191
n.
s. O
3, 4-
hr m
ax (p
pb)
lag
0 1.
0043
(0.9
987,
1.00
99)
0.12
72
n.s.
O3,
4-hr
max
(ppb
) la
g 1
1.00
40 (0
.998
1,1.
0099
) 0.
5245
n.
s. O
3, 4-
hr m
ax (p
pb)
lag
2 0.
9981
(0.9
923,
1.00
39)
0.41
73
n.s.
O3,
4-hr
max
(ppb
) la
g 3
1.00
13 (0
.995
9,1.
0067
) 0.
3314
n.
s. O
3, 4-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 1.
0067
(0.9
995,
1.01
40)
0.25
20
n.s.
O3,
4-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
48 (0
.996
1,1.
0134
) 0.
2769
n.
s. O
3, 4-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 1.
0050
(0.9
956,
1.01
45)
0.25
06
n.s.
O3,
8-hr
max
(ppb
) la
g 0
1.00
54 (0
.998
6,1.
0123
) 0.
1401
n.
s. O
3, 8-
hr m
ax (p
pb)
lag
1 1.
0038
(0.9
968,
1.01
09)
0.67
12
n.s.
O3,
8-hr
max
(ppb
) la
g 2
0.99
78 (0
.991
0,1.
0046
) 0.
3509
n.
s. O
3, 8-
hr m
ax (p
pb)
lag
3 1.
0024
(0.9
959,
1.00
89)
0.32
73
n.s.
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
1.00
74 (0
.998
7,1.
0161
) 0.
3277
n.
s. O
3, 8-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 1.
0047
(0.9
948,
1.01
46)
0.30
02
n.s.
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
53 (0
.994
6,1.
0161
) 0.
2662
n.
s. N
O2,
24-h
r ave
rage
(ppb
) la
g 0
1.00
03 (0
.990
6,1.
0101
) 0.
8398
n.
s. N
O2,
24-h
r ave
rage
(ppb
) la
g 1
1.00
63 (0
.996
4,1.
0163
) 0.
9221
n.
s. N
O2,
24-h
r ave
rage
(ppb
) la
g 2
1.00
13 (0
.990
7,1.
0119
) 0.
7505
n.
s. N
O2,
24-h
r ave
rage
(ppb
) la
g 3
1.00
43 (0
.994
4,1.
0143
) 0.
9362
n.
s. N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
1.00
41 (0
.992
9,1.
0155
) 0.
8474
n.
s. N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
40 (0
.991
1,1.
0172
) 0.
9696
n.
s. N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
55 (0
.991
2,1.
0200
) 0.
9334
n.
s. N
O2,
1-hr
max
(ppb
) la
g 0
1.00
10 (0
.996
8,1.
0053
) 0.
3846
n.
s. N
O2,
1-hr
max
(ppb
) la
g 1
1.00
15 (0
.997
2,1.
0058
) 0.
8072
n.
s. N
O2,
1-hr
max
(ppb
) la
g 2
0.99
97 (0
.995
0,1.
0044
) 0.
5304
n.
s. N
O2,
1-hr
max
(ppb
) la
g 3
1.00
10 (0
.996
7,1.
0053
) 0.
7824
n.
s. N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
1.00
16 (0
.996
6,1.
0066
) 0.
5689
n.
s. N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
12 (0
.995
3,1.
0070
) 0.
5398
n.
s. N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
15 (0
.995
0,1.
0080
) 0.
6063
n.
s.
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94
10.1
2 G
astr
oint
estin
al D
isea
se H
ospi
talis
atio
ns: O
dds r
atio
per
uni
t inc
reas
e in
pol
luta
nt, w
ith 9
5% c
onfid
ence
inte
rval
s
Pollu
tant
Lag
A
ll Y
ear
OR
(95%
CI)
Se
ason
al D
iffer
ence
(p
-val
ue)
Seas
onal
Dir
ectio
n
PM2.
5 (µ
g/m
3 ) la
g 0
0.99
81 (0
.996
5,0.
9998
) 0.
3616
ns
PM
2.5
(µg/
m3 )
lag
1 0.
9992
(0.9
976,
1.00
08)
0.21
69
ns
PM2.
5 (µ
g/m
3 ) la
g 2
1.00
07 (0
.999
1,1.
0023
) 0.
2134
ns
PM
2.5
(µg/
m3 )
lag
3 1.
0005
(0.9
989,
1.00
21)
0.01
16
Win
ter (
+)
PM2.
5 (µ
g/m
3 ) cu
rren
t day
+ la
g 1
0.99
80 (0
.996
0,1.
0000
) 0.
2102
ns
PM
2.5
(µg/
m3 )
curr
ent d
ay +
lag
1 +
lag
2 0.
9987
(0.9
964,
1.00
10)
0.15
61
ns
PM2.
5 (µ
g/m
3 ) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
91 (0
.996
5,1.
0017
) 0.
0473
W
inte
r (+)
N
eph,
1-h
r max
(Bsp
) la
g 0
0.98
85 (0
.978
9,0.
9982
) 0.
3196
ns
N
eph,
1-h
r max
(Bsp
) la
g 1
1.00
37 (0
.994
0,1.
0124
) 0.
2299
ns
N
eph,
1-h
r max
(Bsp
) la
g 2
1.00
69 (0
.997
1,1.
0168
) 0.
1656
ns
N
eph,
1-h
r max
(Bsp
) la
g 3
0.99
81 (0
.988
2,1.
0080
) 0.
0056
W
inte
r (+)
N
eph,
1-h
r max
(Bsp
) cu
rren
t day
+ la
g 1
0.99
44 (0
.982
9,1.
0060
) 0.
1381
ns
N
eph,
1-h
r max
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
95 (0
.986
5,1.
0127
) 0.
0949
ns
N
eph,
1-h
r max
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
85 (0
.984
1,1.
0131
) 0.
0128
W
inte
r (+)
N
eph,
24-
hr a
vera
ge (B
sp)
lag
0 0.
9290
(0.8
658,
0.99
67)
0.28
74
ns
Nep
h, 2
4-hr
ave
rage
(Bsp
) la
g 1
0.99
84 (0
.930
8,1.
0709
) 0.
1254
ns
N
eph,
24-
hr a
vera
ge (B
sp)
lag
2 1.
0380
(0.9
666,
1.11
41)
0.24
48
ns
Nep
h, 2
4-hr
ave
rage
(Bsp
) la
g 3
1.01
49 (0
.944
5,1.
0905
) 0.
0023
W
inte
r (+)
N
eph,
24-
hr a
vera
ge (B
sp)
curr
ent d
ay +
lag
1 0.
9520
(0.8
778,
1.03
25)
0.11
64
ns
Nep
h, 2
4-hr
ave
rage
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
0.98
26 (0
.897
3,1.
0759
) 0.
1086
ns
N
eph,
24-
hr a
vera
ge (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 0.
9904
(0.8
960,
1.09
46)
0.02
17
Win
ter (
+)
CO
, 8-h
r max
(ppm
) la
g 0
0.99
75 (0
.984
0,1.
0111
) 0.
2325
ns
C
O, 8
-hr m
ax (p
pm)
lag
1 0.
9981
(0.9
848,
1.01
16)
0.09
02
ns
CO
, 8-h
r max
(ppm
) la
g 2
0.98
98 (0
.976
5,1.
0034
) 0.
0063
W
inte
r (+)
C
O, 8
-hr m
ax (p
pm)
lag
3 0.
9966
(0.9
833,
1.01
01)
0.00
54
Win
ter (
+)
CO
, 8-h
r max
(ppm
) cu
rren
t day
+ la
g 1
0.99
80 (0
.982
4,1.
0137
) 0.
0751
ns
C
O, 8
-hr m
ax (p
pm)
curr
ent d
ay +
lag
1 +
lag
2 0.
9880
(0.9
707,
1.00
56)
0.01
30
Win
ter (
+)
CO
, 8-h
r max
(ppm
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.98
68 (0
.967
8,1.
0062
) 0.
0022
W
inte
r (+)
![Page 99: May 2003 Perth, Western AustraliaDepartment of …...The case-crossover study design is an alternative to the traditional time series analysis and considers the effects of transient](https://reader034.vdocument.in/reader034/viewer/2022042417/5f325bc02bf7ac6257604db4/html5/thumbnails/99.jpg)
95
Pollu
tant
Lag
A
ll Y
ear
OR
(95%
CI)
Se
ason
al D
iffer
ence
(p
-val
ue)
Seas
onal
Dir
ectio
n
O3,
1-hr
max
(ppb
) la
g 0
1.00
02 (0
.998
9,1.
0015
) 0.
0211
W
inte
r (+)
O
3, 1-
hr m
ax (p
pb)
lag
1 0.
9987
(0.9
974,
1.00
01)
0.03
12
Win
ter (
+)
O3,
1-hr
max
(ppb
) la
g 2
0.99
99 (0
.998
6,1.
0013
) 0.
0006
W
inte
r (+)
O
3, 1-
hr m
ax (p
pb)
lag
3 0.
9999
(0.9
986,
1.00
13)
0.00
93
Win
ter (
+)
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
0.99
90 (0
.997
4,1.
0007
) 0.
0145
W
inte
r (+)
O
3, 1-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 0.
9993
(0.9
973,
1.00
12)
0.00
21
Win
ter (
+)
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
92 (0
.997
0,1.
0014
) 0.
0015
W
inte
r (+)
O
3, 4-
hr m
ax (p
pb)
lag
0 1.
0002
(0.9
984,
1.00
19)
0.02
02
Win
ter (
+)
O3,
4-hr
max
(ppb
) la
g 1
0.99
84 (0
.996
7,1.
0001
) 0.
0253
W
inte
r (+)
O
3, 4-
hr m
ax (p
pb)
lag
2 1.
0002
(0.9
984,
1.00
20)
0.00
09
Win
ter (
+)
O3,
4-hr
max
(ppb
) la
g 3
0.99
99 (0
.998
2,1.
0017
) 0.
0128
W
inte
r (+)
O
3, 4-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 0.
9988
(0.9
966,
1.00
09)
0.01
36
Win
ter (
+)
O3,
4-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
92 (0
.996
7,1.
0017
) 0.
0024
W
inte
r (+)
O
3, 4-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 0.
9991
(0.9
963,
1.00
19)
0.00
19
Win
ter (
+)
O3,
8-hr
max
(ppb
) la
g 0
1.00
04 (0
.997
9,1.
0022
) 0.
0182
W
inte
r (+)
O
3, 8-
hr m
ax (p
pb)
lag
1 0.
9978
(0.9
957,
1.00
00)
0.02
82
Win
ter (
+)
O3,
8-hr
max
(ppb
) la
g 2
1.00
05 (0
.998
3,1.
0026
) 0.
0007
W
inte
r (+)
O
3, 8-
hr m
ax (p
pb)
lag
3 0.
9997
(0.9
976,
1.00
19)
0.02
13
Win
ter (
+)
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
0.99
82 (0
.995
6,1.
0008
) 0.
0128
W
inte
r (+)
O
3, 8-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 0.
9988
(0.9
958,
1.00
18)
0.00
22
Win
ter (
+)
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
87 (0
.995
4,1.
0021
) 0.
0021
W
inte
r (+)
N
O2,
24-h
r ave
rage
(ppb
) la
g 0
0.99
72 (0
.993
9,1.
0006
) 0.
2230
ns
N
O2,
24-h
r ave
rage
(ppb
) la
g 1
0.99
94 (0
.996
0,1.
0027
) 0.
0396
W
inte
r (+)
N
O2,
24-h
r ave
rage
(ppb
) la
g 2
0.99
71 (0
.993
7,1.
0004
) 0.
0161
W
inte
r (+)
N
O2,
24-h
r ave
rage
(ppb
) la
g 3
0.99
93 (0
.995
9,1.
0027
) 0.
0263
W
inte
r (+)
N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
0.99
77 (0
.993
9,1.
0016
) 0.
0775
ns
N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
67 (0
.992
4,1.
0010
) 0.
0378
W
inte
r (+)
N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
68 (0
.992
1,1.
0015
) 0.
0220
W
inte
r (+)
N
O2,
1-hr
max
(ppb
) la
g 0
0.99
85 (0
.997
1,0.
9999
) 0.
1477
ns
N
O2,
1-hr
max
(ppb
) la
g 1
0.99
93 (0
.997
9,1.
0007
) 0.
0590
ns
N
O2,
1-hr
max
(ppb
) la
g 2
0.99
87 (0
.997
3,1.
0002
) 0.
0251
W
inte
r (+)
N
O2,
1-hr
max
(ppb
) la
g 3
0.99
96 (0
.998
1,1.
0010
) 0.
0196
W
inte
r (+)
N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
0.99
84 (0
.996
8,1.
0000
) 0.
0689
ns
N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
80 (0
.996
2,0.
9999
) 0.
0393
W
inte
r (+)
N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
80 (0
.996
0,1.
0001
) 0.
0201
W
inte
r (+)
![Page 100: May 2003 Perth, Western AustraliaDepartment of …...The case-crossover study design is an alternative to the traditional time series analysis and considers the effects of transient](https://reader034.vdocument.in/reader034/viewer/2022042417/5f325bc02bf7ac6257604db4/html5/thumbnails/100.jpg)
96
10.1
3
Gas
troi
ntes
tinal
Dis
ease
Hos
pita
lisat
ions
(65
+ Y
ears
): O
dds
ratio
per
uni
t in
crea
se i
n po
lluta
nt,
with
95%
con
fiden
ce
inte
rval
s
Pollu
tant
Lag
A
ll Y
ear
OR
(95%
CI)
Se
ason
al D
iffer
ence
(p
-val
ue)
Seas
onal
Dir
ectio
n
PM2.
5 (µ
g/m
3 ) la
g 0
0.99
83 (0
.995
3,1.
0014
) 0.
6605
n.
s. PM
2.5
(µg/
m3 )
lag
1 1.
0011
(0.9
982,
1.00
39)
0.97
31
n.s.
PM2.
5 (µ
g/m
3 ) la
g 2
1.00
10 (0
.998
0,1.
0040
) 0.
6332
n.
s. PM
2.5
(µg/
m3 )
lag
3 0.
9982
(0.9
950,
1.00
14)
0.80
95
n.s.
PM2.
5 (µ
g/m
3 ) cu
rren
t day
+ la
g 1
0.99
97 (0
.996
1,1.
0032
) 0.
8095
n.
s. PM
2.5
(µg/
m3 )
curr
ent d
ay +
lag
1 +
lag
2 1.
0003
(0.9
962,
1.00
45)
0.71
92
n.s.
PM2.
5 (µ
g/m
3 ) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
93 (0
.994
6,1.
0040
) 0.
3474
n.
s. N
eph,
1-h
r max
(Bsp
) la
g 0
0.98
22 (0
.965
0,0.
9997
) 0.
0919
n.
s. N
eph,
1-h
r max
(Bsp
) la
g 1
1.00
98 (0
.992
5,1.
0273
) 0.
6759
n.
s. N
eph,
1-h
r max
(Bsp
) la
g 2
0.99
82 (0
.980
7,1.
0160
) 0.
1183
n.
s. N
eph,
1-h
r max
(Bsp
) la
g 3
0.98
71 (0
.969
7,1.
0048
) 0.
0564
n.
s. N
eph,
1-h
r max
(Bsp
) cu
rren
t day
+ la
g 1
0.99
44 (0
.973
9,1.
0152
) 0.
1782
n.
s. N
eph,
1-h
r max
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
40 (0
.970
8,1.
0178
) 0.
0732
n.
s. N
eph,
1-h
r max
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.98
73 (0
.961
7,1.
0136
) 0.
0193
W
inte
r (+)
N
eph,
24-
hr a
vera
ge (B
sp)
lag
0 0.
9359
(0.8
254,
1.06
10)
0.39
29
n.s.
Nep
h, 2
4-hr
ave
rage
(Bsp
) la
g 1
1.10
13 (0
.970
6,1.
2497
) 0.
5088
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
lag
2 1.
0485
(0.9
210,
1.19
37)
0.22
98
n.s.
Nep
h, 2
4-hr
ave
rage
(Bsp
) la
g 3
0.88
16 (0
.773
5,1.
0049
) 0.
1245
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
curr
ent d
ay +
lag
1 1.
0193
(0.8
813,
1.17
90)
0.40
24
n.s.
Nep
h, 2
4-hr
ave
rage
(Bsp
) cu
rren
t day
+ la
g 1
+ la
g 2
1.04
41 (0
.886
2,1.
2300
) 0.
2844
n.
s. N
eph,
24-
hr a
vera
ge (B
sp)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 0.
9770
(0.8
149,
1.17
13)
0.14
13
n.s.
CO
, 8-h
r max
(ppm
) la
g 0
1.01
10 (0
.986
3,1.
0363
) 0.
3828
n.
s. C
O, 8
-hr m
ax (p
pm)
lag
1 1.
0247
(0.9
998,
1.05
02)
0.69
57
n.s.
CO
, 8-h
r max
(ppm
) la
g 2
1.00
10 (0
.976
5,1.
0261
) 0.
7092
n.
s. C
O, 8
-hr m
ax (p
pm)
lag
3 1.
0038
(0.9
793,
1.02
89)
0.39
77
n.s.
CO
, 8-h
r max
(ppm
) cu
rren
t day
+ la
g 1
1.02
22 (0
.993
3,1.
0519
) 0.
5799
n.
s. C
O, 8
-hr m
ax (p
pm)
curr
ent d
ay +
lag
1 +
lag
2 1.
0154
(0.9
831,
1.04
88)
0.79
74
n.s.
CO
, 8-h
r max
(ppm
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.01
52 (0
.979
7,1.
0520
) 0.
9892
n.
s.
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97
Pollu
tant
Lag
A
ll Y
ear
OR
(95%
CI)
Se
ason
al D
iffer
ence
(p
-val
ue)
Seas
onal
Dir
ectio
n
O3,
1-hr
max
(ppb
) la
g 0
0.99
90 (0
.996
5,1.
0015
) 0.
1983
n.
s. O
3, 1-
hr m
ax (p
pb)
lag
1 1.
0014
(0.9
989,
1.00
39)
0.18
39
n.s.
O3,
1-hr
max
(ppb
) la
g 2
1.00
05 (0
.998
0,1.
0030
) 0.
0459
W
inte
r (+)
O
3, 1-
hr m
ax (p
pb)
lag
3 0.
9988
(0.9
963,
1.00
13)
0.33
86
n.s.
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
0.99
98 (0
.996
8,1.
0029
) 0.
1393
n.
s. O
3, 1-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 1.
0001
(0.9
966,
1.00
37)
0.07
12
n.s.
O3,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
91 (0
.995
1,1.
0032
) 0.
0809
n.
s. O
3, 4-
hr m
ax (p
pb)
lag
0 0.
9984
(0.9
952,
1.00
16)
0.23
58
n.s.
O3,
4-hr
max
(ppb
) la
g 1
1.00
17 (0
.998
6,1.
0049
) 0.
1206
n.
s. O
3, 4-
hr m
ax (p
pb)
lag
2 1.
0013
(0.9
982,
1.00
45)
0.02
65
Win
ter (
+)
O3,
4-hr
max
(ppb
) la
g 3
0.99
88 (0
.995
5,1.
0020
) 0.
3182
n.
s. O
3, 4-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 0.
9995
(0.9
956,
1.00
34)
0.12
84
n.s.
O3,
4-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
04 (0
.995
9,1.
0049
) 0.
0557
n.
s. O
3, 4-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 +
lag
3 0.
9994
(0.9
943,
1.00
46)
0.07
04
n.s.
O3,
8-hr
max
(ppb
) la
g 0
0.99
80 (0
.994
2,1.
0019
) 0.
1893
n.
s. O
3, 8-
hr m
ax (p
pb)
lag
1 1.
0020
(0.9
981,
1.00
59)
0.15
04
n.s.
O3,
8-hr
max
(ppb
) la
g 2
1.00
27 (0
.998
8,1.
0067
) 0.
0104
W
inte
r (+)
O
3, 8-
hr m
ax (p
pb)
lag
3 0.
9992
(0.9
952,
1.00
32)
0.21
81
n.s.
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
0.99
92 (0
.994
5,1.
0040
) 0.
1222
n.
s. O
3, 8-
hr m
ax (p
pb)
curr
ent d
ay +
lag
1 +
lag
2 1.
0010
(0.9
955,
1.00
64)
0.04
05
Win
ter (
+)
O3,
8-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
1.00
02 (0
.994
1,1.
0064
) 0.
0490
W
inte
r (+)
N
O2,
24-h
r ave
rage
(ppb
) la
g 0
1.00
17 (0
.995
6,1.
0079
) 0.
8876
n.
s. N
O2,
24-h
r ave
rage
(ppb
) la
g 1
1.00
50 (0
.998
8,1.
0111
) 0.
6706
n.
s. N
O2,
24-h
r ave
rage
(ppb
) la
g 2
0.99
73 (0
.991
1,1.
0035
) 0.
5276
n.
s. N
O2,
24-h
r ave
rage
(ppb
) la
g 3
0.99
38 (0
.987
6,1.
0001
) 0.
8269
n.
s. N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
1.00
44 (0
.997
4,1.
0115
) 0.
7584
n.
s. N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
1.00
22 (0
.994
3,1.
0102
) 0.
6948
n.
s. N
O2,
24-h
r ave
rage
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
90 (0
.990
3,1.
0077
) 0.
6972
n.
s. N
O2,
1-hr
max
(ppb
) la
g 0
0.99
94 (0
.996
8,1.
0020
) 0.
5464
n.
s. N
O2,
1-hr
max
(ppb
) la
g 1
1.00
15 (0
.998
9,1.
0040
) 0.
5410
n.
s. N
O2,
1-hr
max
(ppb
) la
g 2
0.99
89 (0
.996
3,1.
0015
) 0.
6796
n.
s. N
O2,
1-hr
max
(ppb
) la
g 3
0.99
77 (0
.995
0,1.
0003
) 0.
8373
n.
s. N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
1.00
06 (0
.997
6,1.
0036
) 0.
5071
n.
s. N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
0.99
98 (0
.996
4,1.
0032
) 0.
5705
n.
s. N
O2,
1-hr
max
(ppb
) cu
rren
t day
+ la
g 1
+ la
g 2
+ la
g 3
0.99
86 (0
.994
9,1.
0024
) 0.
5990
n.
s.
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98
App
endi
x 11
. Com
pari
son
to O
ther
Stu
dies
- M
orta
lity
App
endi
x 11
.1
Res
pira
tory
and
Car
diov
ascu
lar
Mor
talit
y: R
isk
of d
eath
per
uni
t inc
reas
e in
O3 (
with
95%
con
fiden
ce in
terv
als)
fr
om v
ario
us st
udie
s Po
lluta
nt
O
utco
me
Pert
h1 O
R (9
5% C
I)
Mel
bour
ne2
RR
(95%
CI)
Sy
dney
3 R
R (9
5% C
I)
Bri
sban
e4 R
R (9
5% C
I)
O3 8
-hou
r m
axim
um
Res
pira
tory
Dea
ths
1.00
26 (0
.995
8, 1
.009
3)
1.00
29 (0
.999
9, 1
.005
9)
O3 4
-hou
r m
axim
um
Res
pira
tory
Dea
ths
1.00
01 (0
.994
6, 1
.005
7)
1.00
27*
(1.0
003,
1.0
051)
O
3 1-h
our
max
imum
R
espi
rato
ry D
eath
s 0.
9995
(0.9
951,
1.0
039)
1.
0023
* (1
.000
1, 1
.004
5)
0.99
16 (0
.928
4,1.
0591
) 1.
013
(0.9
77, 1
.050
) O
3 8-h
our
max
imum
C
ardi
ovas
cula
r Dea
ths
1.00
34*
(1.0
005,
1.0
063)
O3 8
-hou
r m
axim
um (l
ag 2
) C
ardi
ovas
cula
r Dea
ths
1.00
10 (0
.998
1, 1
.003
8)
1.00
05 (0
.999
1, 1
.001
9)
O3 8
-hou
r m
axim
um
(cur
rent
day
+ la
g 1)
Car
diov
ascu
lar D
eath
s
1.00
42*
(1.0
006,
1.0
079)
O3 4
-hou
r m
axim
um
Car
diov
ascu
lar D
eath
s 1.
0026
* (1
.000
3, 1
.004
9)
O
3 4-h
our
max
imum
(lag
1)
Car
diov
ascu
lar D
eath
s 1.
0018
(0.9
993,
1.0
042)
1.
0004
(0.9
994,
1.0
014)
O
3 4-h
our
max
imum
(c
urre
nt d
ay +
lag
1)
C
ardi
ovas
cula
r Dea
ths
1.
0033
* (1
.000
3, 1
.006
3)
O3 1
-hou
r m
axim
um
Car
diov
ascu
lar D
eath
s 1.
0018
(0.9
999,
1.0
036)
1.02
52 (0
.997
5, 1
.053
8)
1.01
2 (0
.994
, 1.0
31)
O3 1
-hou
r m
axim
um (l
ag 1
) C
ardi
ovas
cula
r Dea
ths
1.00
12 (0
.999
2, 1
.003
1)
1.00
05 (0
.999
5, 1
.001
5)
* st
atis
tical
ly si
gnifi
cant
at t
he P
<0.0
5 le
vel
1 Con
ditio
nal l
ogis
tic re
gres
sion
; per
incr
ease
of 1
ppb
2 G
AM
(Mel
bour
ne M
orta
lity
Stud
y 19
91-1
996)
; per
incr
ease
of 1
ppb
3 P
oiss
on re
gres
sion
with
Gen
eral
ised
Est
imat
ing
Equa
tions
mod
el (S
ydne
y 19
89-1
993)
4 P
oiss
on re
gres
sion
with
Gen
eral
ised
Est
imat
ing
Equa
tions
mod
el; p
er in
crea
se o
f 10
ppb
![Page 103: May 2003 Perth, Western AustraliaDepartment of …...The case-crossover study design is an alternative to the traditional time series analysis and considers the effects of transient](https://reader034.vdocument.in/reader034/viewer/2022042417/5f325bc02bf7ac6257604db4/html5/thumbnails/103.jpg)
99
App
endi
x 11
.2
R
espi
rato
ry a
nd C
ardi
ovas
cula
r M
orta
lity:
Ris
k of
dea
th p
er u
nit
incr
ease
in
NO
2 (w
ith 9
5% c
onfid
ence
in
terv
als)
from
var
ious
stud
ies
Pollu
tant
Out
com
e Pe
rth1
OR
(95%
CI)
M
elbo
urne
2 R
R (9
5% C
I)
Mel
bour
ne3
RR
(95%
CI)
Sy
dney
4 R
R (9
5% C
I)
NO
2 24-
hour
ave
rage
R
espi
rato
ry D
eath
s 0.
9937
(0.9
844,
1.0
031)
1.
0035
(0.9
985,
1.0
085)
1.
0027
(0.9
983,
1.0
071)
NO
2 24-
hour
ave
rage
(lag
1)
Res
pira
tory
Dea
ths
0.99
49 (0
.985
7, 1
.004
2)
1.06
81 (0
.992
6, 1
.149
3)
NO
2 24-
hour
ave
rage
(lag
1)
Car
diov
ascu
lar D
eath
s 1.
0020
(0.9
978,
1.0
062)
1.
0025
* (1
.000
3, 1
.004
7)
1.00
21*
(1.0
003,
1.0
039)
1.
0234
(0.9
918,
1.0
561)
N
O2
1-ho
ur m
axim
um (
lag
1)
Car
diov
ascu
lar D
eath
s 1.
0011
(0.9
992,
1.0
029)
1.
0010
(0.9
998,
1.0
022)
1.00
96 (0
.984
7, 1
.035
2)
* st
atis
tical
ly si
gnifi
cant
at t
he P
<0.0
5 le
vel
1 Con
ditio
nal l
ogis
tic re
gres
sion
; per
incr
ease
of 1
ppb
2 T
rigon
omet
ric m
odel
ling
(Mel
bour
ne M
orta
lity
Stud
y 19
91-1
996)
; per
incr
ease
of 1
ppb
3 G
AM
(Mel
bour
ne M
orta
lity
Stud
y 19
91-1
996)
; per
incr
ease
of 1
ppb
4 P
oiss
on re
gres
sion
usi
ng G
ener
alis
ed E
stim
atin
g Eq
uatio
ns m
odel
(Syd
ney
1989
-199
3)
![Page 104: May 2003 Perth, Western AustraliaDepartment of …...The case-crossover study design is an alternative to the traditional time series analysis and considers the effects of transient](https://reader034.vdocument.in/reader034/viewer/2022042417/5f325bc02bf7ac6257604db4/html5/thumbnails/104.jpg)
100
App
endi
x 11
.3
Car
diov
ascu
lar
Mor
talit
y: R
isk
of d
eath
per
uni
t inc
reas
e in
fine
par
ticle
s (w
ith 9
5% c
onfid
ence
inte
rval
s) fr
om
vari
ous s
tudi
es
Pollu
tant
Out
com
e Pe
rth1
OR
(95%
CI)
M
elbo
urne
2 R
R (9
5% C
I)
Sydn
ey3
RR
(95%
CI)
B
risb
ane4
RR
(95%
CI)
B
scat
/104
24-h
our
aver
age
Car
diov
ascu
lar D
eath
s
1.
0221
(0.9
994,
1.0
454)
Bsc
at/1
04 1-
hour
max
imum
C
ardi
ovas
cula
r Dea
ths
1.02
96*
(1.0
082,
1.0
514)
Bsp
24-
hour
ave
rage
C
ardi
ovas
cula
r Dea
ths
1.00
09 (0
.919
7, 1
.089
4)
1.01
0 (0
.998
, 1.0
02)
Bsp
24-
hour
ave
rage
(lag
1)
Car
diov
ascu
lar D
eath
s 0.
9622
(0.8
837,
1.0
478)
1.
0361
(0.9
939,
1.0
802)
PM
10 2
4-ho
ur a
vera
ge (
lag
1)
Car
diov
ascu
lar D
eath
s
1.00
11 (0
.999
7, 1
.002
5)
PM10
24-
hour
ave
rage
(la
g 1)
**
Car
diov
ascu
lar D
eath
s
1.00
19 (0
.998
9, 1
.004
9)
PM2.
5 24
-hou
r av
erag
e (la
g 1)
C
ardi
ovas
cula
r Dea
ths
0.99
86 (0
.996
7, 1
.000
5)
1.00
25 (0
.999
7, 1
.005
3)
*sta
tistic
ally
sign
ifica
nt a
t P<0
.01
leve
l **
ever
y 6th
day
dat
a 1 C
ondi
tiona
l log
istic
regr
essi
on
2 Trig
onom
etric
mod
ellin
g (M
elbo
urne
Mor
talit
y St
udy
1991
-199
6)
3 Poi
sson
regr
essi
on u
sing
Gen
eral
ised
Est
imat
ing
Equa
tions
(Syd
ney
1989
-199
3)
4 Poi
sson
regr
essi
on w
ith G
ener
alis
ed E
stim
atin
g Eq
uatio
ns m
odel
![Page 105: May 2003 Perth, Western AustraliaDepartment of …...The case-crossover study design is an alternative to the traditional time series analysis and considers the effects of transient](https://reader034.vdocument.in/reader034/viewer/2022042417/5f325bc02bf7ac6257604db4/html5/thumbnails/105.jpg)
101
App
endi
x 12
Com
pari
son
to O
ther
Stu
dies
- H
ospi
talis
atio
ns
App
endi
x 12
.1
Res
pira
tory
and
Car
diov
ascu
lar
Hos
pita
lisat
ions
: R
isk
of h
ospi
tal a
dmis
sion
per
uni
t in
crea
se in
O3
(with
95%
co
nfid
ence
inte
rval
s) fr
om v
ario
us st
udie
s Po
lluta
nt
O
utco
me
Pert
h1 O
R (9
5% C
I)
Pert
h2 R
R (9
5% C
I)
Mel
bour
ne3
RR
(95%
CI)
O
3 8-h
our
max
imum
R
espi
rato
ry D
isea
se (A
ll ag
es)
1.00
18 (0
.999
8,1.
0038
) lag
0
1.
0014
(1.0
006,
1.00
22) l
ag2
O3 4
-hou
r m
axim
um
Res
pira
tory
Dis
ease
(65+
yea
rs)
1.00
13 (0
.998
1,1.
0044
) lag
0
0.99
30 (0
.946
0,1.
0410
) lag
0-3
1.00
16 (1
.000
2,1.
0030
) lag
2 O
3 4-h
our
max
imum
R
espi
rato
ry D
isea
se (A
ll ag
es)
1.00
16 (1
.000
0,1.
0033
) lag
0
1.02
70 (0
.999
0,1.
0550
) lag
0-3
1.00
14 (1
.000
6,1.
0022
) lag
2 O
3 1-h
our
max
imum
R
espi
rato
ry D
isea
se (6
5+ y
ears
) 1.
0014
(0.9
989,
1.00
39) l
ag 0
1.00
15 (1
.000
3,1.
0027
) lag
2 O
3 1-h
our
max
imum
R
espi
rato
ry D
isea
se (A
ll ag
es)
1.00
15 (1
.000
2,1.
0028
) lag
0
1.
0013
(1.0
005,
1.00
21) l
ag2
O3 4
-hou
r m
axim
um
CO
PD (A
ll ag
es)
1.00
47 (1
.000
2,1.
0092
) lag
3
O3 1
-hou
r m
axim
um
CO
PD (A
ll ag
es)
1.00
03 (0
.996
7,1.
0039
) lag
0
1.00
50 (0
.967
0,1.
0440
) lag
2
O
3 4-h
our
max
imum
A
sthm
a (0
-14
year
s)
1.00
31 (0
.999
7,1.
0066
) lag
0
1.05
30 (0
.995
0,1.
1140
) lag
0-3
O
3 4-h
our
max
imum
A
sthm
a (A
ll ag
es)
1.00
17 (0
.999
0,1.
0045
) lag
0
1.04
80 (1
.002
0,1.
0960
) lag
0-3
O
3 1-h
our
max
imum
A
sthm
a (0
-14
year
s)
1.00
31 (1
.000
3,1.
0058
) lag
0
0.
9992
(0.9
980,
1.00
04) l
ag 0
O
3 1-h
our
max
imum
A
sthm
a (A
ll ag
es)
1.00
15 (0
.999
3,1.
0037
) lag
0
0.
9993
(0.9
979,
1.00
07) l
ag 1
O
3 8-h
our
max
imum
C
ardi
ovas
cula
r Dis
ease
(65+
yea
rs)
0.99
95 (0
.997
2,1.
0017
) lag
0
0.
9981
(0.9
965,
0.99
97) 5
-day
avg
O
3 8-h
our
max
imum
C
ardi
ovas
cula
r Dis
ease
(All
ages
) 0.
9993
(0.9
975,
1.00
12) l
ag 0
0.99
76 (0
.996
4,0.
9988
) 5-d
ay a
vg
O3 4
-hou
r m
axim
um
Car
diov
ascu
lar D
isea
se (6
5+ y
ears
) 0.
9994
(0.9
976,
1.00
13) l
ag 0
0.99
85 (0
.997
2,0.
9999
) 5-d
ay a
vg
O3 4
-hou
r m
axim
um
Car
diov
ascu
lar D
isea
se (A
ll ag
es)
0.99
92 (0
.997
7,1.
0007
) lag
0
1.02
80 (1
.004
0,1.
0530
) lag
0-3
0.99
81 (0
.996
9,0.
9993
) 5-d
ay a
vg
O3 1
-hou
r m
axim
um
Car
diov
ascu
lar D
isea
se (6
5+ y
ears
) 0.
9997
(0.9
983,
1.00
11) l
ag 0
0.99
87 (0
.997
3,1.
0001
) 5-d
ay a
vg
O3 1
-hou
r m
axim
um
Car
diov
ascu
lar D
isea
se (A
ll ag
es)
0.99
95 (0
.998
3,1.
0006
) lag
0
0.
9982
(0.9
972,
0.99
92) 5
-day
avg
1 C
ase-
cros
sove
r con
ditio
nal l
ogis
tic re
gres
sion
; per
incr
ease
of 1
ppb
; Per
th 1
992-
1997
2 T
ime
serie
s ana
lysi
s; p
er in
crea
se o
f 10
ppb;
Per
th 1
992-
1997
3 G
AM
; per
incr
ease
of 1
ppb
; Mel
bour
ne 1
994-
1997
(EPA
Vic
toria
, 200
1)
![Page 106: May 2003 Perth, Western AustraliaDepartment of …...The case-crossover study design is an alternative to the traditional time series analysis and considers the effects of transient](https://reader034.vdocument.in/reader034/viewer/2022042417/5f325bc02bf7ac6257604db4/html5/thumbnails/106.jpg)
102
App
endi
x 12
.2
Res
pira
tory
and
Car
diov
ascu
lar
Hos
pita
lisat
ions
: Ris
k of
hos
pita
l adm
issi
on p
er u
nit i
ncre
ase
in p
artic
les
(with
95
% c
onfid
ence
inte
rval
s) fr
om v
ario
us st
udie
s Po
lluta
nt
O
utco
me
Pert
h1 O
R (9
5% C
I)
Pert
h2 R
R (9
5% C
I)
Mel
bour
ne3
RR
(95%
CI)
B
sp 2
4-ho
ur a
vera
ge
Res
pira
tory
Dis
ease
(0-1
4 ye
ars)
0.
9811
(0.9
360,
1.02
83) l
ag 2
B
sp 2
4-ho
ur a
vera
ge
Res
pira
tory
Dis
ease
(15-
64 y
ears
)
1.
0784
(1.0
121,
1.14
91) 3
-day
avg
B
sp 2
4-ho
ur a
vera
ge
Res
pira
tory
Dis
ease
(65+
yea
rs)
1.10
08 (0
.986
6,1.
2284
) lag
2
1.
0745
(1.0
041,
1.14
99) 5
-day
avg
B
sp 2
4-ho
ur a
vera
ge
Res
pira
tory
Dis
ease
(All
ages
) 1.
0373
(0.9
806,
1.09
72) l
ag 3
1.02
39 (0
.992
7,1.
0561
) lag
0
Bsp
1-h
our
max
imum
R
espi
rato
ry D
isea
se (0
-14
year
s)
0.99
40 (0
.970
0,1.
0187
) lag
0
Bsp
1-h
our
max
imum
R
espi
rato
ry D
isea
se (1
5-64
yea
rs)
1.03
83 (1
.006
3,1.
0714
) 3-d
ay a
vg
Bsp
1-h
our
max
imum
R
espi
rato
ry D
isea
se (6
5+ y
ears
) 1.
0196
(1.0
048,
1.03
47) l
ag 2
1.
0390
(1.0
200,
1.05
80) l
ag0-
3 1.
0430
(1.0
088,
1.07
83) 5
-day
avg
B
sp 1
-hou
r m
axim
um
Res
pira
tory
Dis
ease
(All
ages
) 1.
0035
(0.9
957,
1.01
14) l
ag 2
1.
0140
(1.0
040,
1.02
50) l
ag0-
3 1.
0119
(0.9
967,
1.02
73) l
ag 0
B
sp 2
4-ho
ur a
vera
ge
CO
PD (A
ll ag
es)
1.16
56 (0
.993
1,1.
3681
) lag
2
1.17
70 (1
.031
0,1.
3430
) lag
3
B
sp 1
-hou
r m
axim
um
CO
PD (A
ll ag
es)
1.03
47 (1
.012
5,1.
0573
) lag
2
Bsp
24-
hour
ave
rage
A
sthm
a (0
-14
year
s)
1.06
75 (0
.946
0,1.
2045
) lag
3
1.10
90 (0
.995
0,1.
2350
) lag
3
1.14
81 (1
.062
8,1.
2403
) lag
0
Bsp
24-
hour
ave
rage
A
sthm
a (A
ll ag
es)
1.02
74 (0
.934
5,1.
1295
) lag
3
1.07
30 (0
.986
0,1.
1680
) lag
3
1.13
94 (1
.058
2,1.
2268
) 5-d
ay a
vg
Bsp
1-h
our
max
imum
A
sthm
a (0
-14
year
s)
1.01
01 (0
.993
1,1.
0274
) lag
3
1.
0592
(1.0
197,
1.10
02) l
ag 0
B
sp 1
-hou
r m
axim
um
Ast
hma
(All
ages
) 1.
0031
(0.9
900,
1.01
64) l
ag 3
1.07
66 (1
.037
4,1.
1172
) 5-d
ay a
vg
Bsp
24-
hour
ave
rage
C
ardi
ovas
cula
r Dis
ease
(65+
ye
ars)
1.
0391
(0.9
719,
1.11
09) l
ag 3
1.05
60 (1
.020
8,1.
0924
) lag
1
Bsp
24-
hour
ave
rage
C
ardi
ovas
cula
r Dis
ease
(All
ages
) 1.
0225
(0.9
685,
1.07
96) l
ag 1
1.04
61 (1
.017
4,1.
0757
) lag
1
Bsp
1-h
our
max
imum
C
ardi
ovas
cula
r Dis
ease
(65+
ye
ars)
1.
0063
(0.9
974,
1.01
53) l
ag 3
1.03
52 (1
.014
3,1.
0565
) 3-d
ay a
vg
Bsp
1-h
our
max
imum
C
ardi
ovas
cula
r Dis
ease
(All
ages
) 0.
9993
(0.9
919,
1.00
66) l
ag 3
1.
0060
(0.9
990,
1.01
20) l
ag 3
1.
0274
(1.0
104,
1.04
46) 3
-day
avg
1 C
ase-
cros
sove
r con
ditio
nal l
ogis
tic re
gres
sion
; Per
th 1
992-
1997
2 T
ime
serie
s ana
lysi
s; P
erth
199
2-19
97
3 GA
M; M
elbo
urne
199
4-19
97 (E
PA V
icto
ria, 2
001)
![Page 107: May 2003 Perth, Western AustraliaDepartment of …...The case-crossover study design is an alternative to the traditional time series analysis and considers the effects of transient](https://reader034.vdocument.in/reader034/viewer/2022042417/5f325bc02bf7ac6257604db4/html5/thumbnails/107.jpg)
103
App
endi
x 12
.3
Res
pira
tory
and
Car
diov
ascu
lar
Hos
pita
lisat
ions
: Ris
k of
hos
pita
l adm
issi
on p
er u
nit i
ncre
ase
in N
O2 (
with
95%
co
nfid
ence
inte
rval
s) fr
om v
ario
us st
udie
s Po
lluta
nt
Out
com
e Pe
rth1
OR
(95%
CI)
Pe
rth2
RR
(95%
CI)
M
elbo
urne
3 R
R (9
5% C
I)
NO
2 24-
hour
ave
rage
R
espi
rato
ry D
isea
se (0
-14
year
s)
1.00
79 (1
.003
8,1.
0121
) 5-d
ay a
vg
NO
2 24-
hour
ave
rage
R
espi
rato
ry D
isea
se (1
5-64
yea
rs)
1.00
84 (1
.004
3,1.
0126
) 5-d
ay a
vg
NO
2 24-
hour
ave
rage
R
espi
rato
ry D
isea
se (6
5+ y
ears
) 1.
0058
(1.0
003,
1.01
13) l
ag 1
1.01
10 (1
.007
0,1.
0149
) 5-d
ay a
vg
NO
2 24-
hour
ave
rage
R
espi
rato
ry D
isea
se (A
ll ag
es)
1.00
14 ((
0.99
81,1
.004
7)
curr
ent d
ay +
lag
1
1.00
78 (1
.005
5,1.
0102
) 5-d
ay a
vg
NO
2 1-h
our
max
imum
R
espi
rato
ry D
isea
se (1
5-64
yea
rs)
1.00
45 (1
.002
0,1.
0071
) 5-d
ay a
vg
NO
2 1-h
our
max
imum
R
espi
rato
ry D
isea
se (6
5+ y
ears
) 1.
0017
(0.9
993,
1.00
41) l
ag 1
1.
0150
(0.9
950,
1.03
50) l
ag 3
1.
0048
(1.0
025,
1.00
72) 5
-day
avg
N
O2 1
-hou
r m
axim
um
Res
pira
tory
Dis
ease
(All
ages
) 1.
0003
(0.9
991,
1.00
15) l
ag 0
1.
0000
(0.9
990,
1.02
20) l
ag 3
1.
0043
(1.0
029,
1.00
57) 5
-day
avg
N
O2 2
4-ho
ur a
vera
ge
CO
PD (A
ll ag
es)
1.00
20 (0
.994
1,1.
0100
) lag
1
NO
2 1-h
our
max
imum
C
OPD
(All
ages
) 1.
0011
(0.9
976,
1.00
45) l
ag 1
0.
9890
(0.9
580,
1.02
10) l
ag 2
NO
2 24-
hour
ave
rage
A
sthm
a (0
-14
year
s)
1.00
30 (0
.997
1,1.
0090
) lag
0
1.01
20 (0
.964
0,1.
0620
) lag
0
1.01
18 (1
.005
8,1.
0177
) 5-d
ay a
vg
NO
2 24-
hour
ave
rage
A
sthm
a (A
ll ag
es)
1.00
32 (0
.998
5,1.
0080
) lag
0
2.00
00 (0
.982
0,1.
0600
) lag
0
1.01
45 (1
.009
9,1.
0191
) 5-d
ay a
vg
NO
2 1-h
our
max
imum
A
sthm
a (0
-14
year
s)
1.00
12 (0
.998
7,1.
0038
) lag
0
1.
0048
(1.0
013,
1.00
84) 5
-day
avg
N
O2 1
-hou
r m
axim
um
Ast
hma
(All
ages
) 1.
0006
(0.9
986,
1.00
27) l
ag 0
1.00
59 (1
.003
2,1.
0087
) 5-d
ay a
vg
NO
2 24-
hour
ave
rage
C
ardi
ovas
cula
r Dis
ease
(0-6
4 ye
ars)
1.
0036
(1.0
011,
1.00
62) l
ag 0
N
O2 2
4-ho
ur a
vera
ge
Car
diov
ascu
lar D
isea
se (6
5+ y
ears
) 1.
0391
(0.9
719,
1.11
09) l
ag 3
1.00
45 (1
.002
3,1.
0067
) 3-d
ay a
vg
NO
2 24-
hour
ave
rage
C
ardi
ovas
cula
r Dis
ease
(All
ages
) 1.
0029
(1.0
002,
1.00
56) l
ag 1
1.
0370
(1.0
100,
1.06
30) l
ag 0
-2
1.00
40 (1
.002
2,1.
0058
) 3-d
ay a
vg
NO
2 1-h
our
max
imum
C
ardi
ovas
cula
r Dis
ease
(0-6
4 ye
ars)
1.
0013
(0.9
999,
1.00
27) l
ag 0
N
O2 1
-hou
r m
axim
um
Car
diov
ascu
lar D
isea
se (6
5+ y
ears
) 1.
0063
(0.9
974,
1.01
53) l
ag 3
1.00
20 (1
.000
8,1.
0032
) 3-d
ay a
vg
NO
2 1-h
our
max
imum
C
ardi
ovas
cula
r Dis
ease
(All
ages
) 1.
0010
(0.9
998,
1.00
21) l
ag 1
1.00
17 (1
.000
7,1.
0027
) 3-d
ay a
vg
1 Cas
e-cr
osso
ver c
ondi
tiona
l log
istic
regr
essi
on; p
er in
crea
se o
f 1 p
pb; P
erth
199
2-19
97
2 Tim
e se
ries a
naly
sis;
per
incr
ease
of 1
0 pp
b; P
erth
199
2-19
97
3 GA
M; p
er in
crea
se o
f 1 p
pb; M
elbo
urne
199
4-19
97 (E
PA V
icto
ria, 2
001)
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104
App
endi
x 12
.4
Res
pira
tory
and
Car
diov
ascu
lar
Hos
pita
lisat
ions
: Ris
k of
hos
pita
l adm
issi
on p
er u
nit i
ncre
ase
in C
O (w
ith 9
5%
conf
iden
ce in
terv
als)
from
var
ious
stud
ies
Pollu
tant
O
utco
me
Pert
h1 O
R (9
5% C
I)
Pert
h2 R
R (9
5% C
I)
Mel
bour
ne3
RR
(95%
CI)
C
O 8
-hou
r m
axim
um
Res
pira
tory
Dis
ease
(15-
64 y
ears
)
1.
0328
(1.0
098,
1.05
64) 3
-day
avg
C
O 8
-hou
r m
axim
um
Res
pira
tory
Dis
ease
(65+
yea
rs)
1.01
13 (0
.988
8,1.
0342
) lag
1
1.01
40 (0
.995
0,1.
0330
) lag
0
1.03
05 (1
.006
9,1.
0546
) 5-d
ay a
vg
CO
8-h
our
max
imum
R
espi
rato
ry D
isea
se (A
ll ag
es)
1.00
55 (0
.993
7,1.
0174
) lag
0
0.00
00 (0
.989
0,1.
0100
) lag
0
1.00
90 ((
0.99
92,1
.019
0) la
g 1
CO
1-h
our
max
imum
R
espi
rato
ry D
isea
se (1
5-64
yea
rs)
1.01
95 (1
.005
0,1.
0342
) 3-d
ay a
vg
CO
1-h
our
max
imum
R
espi
rato
ry D
isea
se (6
5+ y
ears
)
1.
0210
(1.0
059,
1.03
63) 5
-day
avg
C
O 1
-hou
r m
axim
um
Res
pira
tory
Dis
ease
(All
ages
)
1.
0101
(1.0
010,
1.01
92) 5
-day
avg
C
O 8
-hou
r m
axim
um
Ast
hma
(0-1
4 ye
ars)
1.
0109
(0.9
869,
1.03
55) l
ag 0
0.
9930
(0.9
720,
1.01
40) l
ag 0
1.
0606
(1.0
274,
1.09
48) 3
-day
avg
C
O 8
-hou
r m
axim
um
Ast
hma
(All
ages
) 1.
0130
(0.9
936,
1.03
27) l
ag 0
0.
9970
(0.9
810,
1.01
40) l
ag 0
1.
0310
(1.0
100,
1.05
24) 5
-day
avg
C
O 1
-hou
r m
axim
um
Ast
hma
(0-1
4 ye
ars)
1.
0639
(1.0
363,
1.09
22) 3
-day
avg
C
O 1
-hou
r m
axim
um
Ast
hma
(All
ages
)
1.
0398
(1.0
222,
1.05
77) 5
-day
avg
C
O 8
-hou
r m
axim
um
Car
diov
ascu
lar D
isea
se (0
-64
year
s)
1.02
48 (1
.004
3,1.
0457
) 3-d
ay a
vg
CO
8-h
our
max
imum
C
ardi
ovas
cula
r Dis
ease
(65+
yea
rs)
1.00
80 (0
.993
6,1.
0227
) lag
1
1.
0329
(1.0
185,
1.04
76) 3
-day
avg
C
O 8
-hou
r m
axim
um
Car
diov
ascu
lar D
isea
se (A
ll ag
es)
1.00
87 (0
.996
0,1.
0195
) lag
1
1.00
70 (0
.997
0,1.
0180
) lag
2
1.02
72 (1
.015
4,1.
0391
) 3-d
ay a
vg
CO
1-h
our
max
imum
C
ardi
ovas
cula
r Dis
ease
(0-6
4 ye
ars)
1.
0118
(1.0
021,
1.02
15) l
ag 0
C
O 1
-hou
r m
axim
um
Car
diov
ascu
lar D
isea
se (6
5+ y
ears
)
1.
0205
(1.0
113,
1.02
97) 3
-day
avg
C
O 1
-hou
r m
axim
um
Car
diov
ascu
lar D
isea
se (A
ll ag
es)
1.01
73 (1
.009
8,1.
0250
) 3-d
ay a
vg
1 Cas
e-cr
osso
ver c
ondi
tiona
l log
istic
regr
essi
on; p
er in
crea
se o
f 1 p
pm; P
erth
199
2-19
97
2 Tim
e se
ries a
naly
sis;
per
incr
ease
of 1
ppm
; Per
th 1
992-
1997
3 G
AM
; per
incr
ease
of 1
ppb
; Mel
bour
ne 1
994-
1997
(EPA
Vic
toria
, 200
1)