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EPA Export 25-07-2013:20:25:40
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1.
INTRODUCTION
3
2.
METHODOLOGY
4
2.1
4
3.
4.
Modelling Approach
MODELLING INPUTS
7
3.1
Emission Data
7
3.2
Stack & Building Data
7
3.3
Meteorological Data
7
3.4
Modelling Scenarios
8
MODELLING RESULTS
11
APPENDIX A
Co
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Emission Contour Plots
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INTRODUCTION
Project Management Group (PM) has been commissioned by Swords
Laboratories t/a Bristol Myers Squibb Cruiserath (BMS) to carry out an
assessment of the potential effect on ambient air quality of increasing air
emission limits for nitrogen dioxide (NO2).
BMS was granted an IPC licence by the Environmental Protection Agency which
came into effect on 27th October 2000, upon commencement of commercial
manufacture on-site. As part of the original IPC application air emission
modelling was carried out by Enterprise Ireland to determine the effect of facility
operation on ambient air quality. The results indicated that concentrations of
modelled pollutants would remain below the relevant air quality standards (see
Appendix 12.C4 of IPC Licence Application, Register No. P0552-01, for full
report).
Air dispersion modelling has been undertaken to determine the effect of an
increase in the NO2 emission limit on ground level concentrations (GLCs) of
NO2.
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This report details the methodology and results of the modelling process.
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2.
METHODOLOGY
2.1
Modelling Approach
7#
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Dispersion modelling has been carried out using the AERMOD computer model
developed by the US EPA. The model consists of mathematical algorithms which
simulate the transport and dispersion of air pollutant emissions downwind of a
source. AERMOD is a steady-state plume model which represents the plume as
having a normal (Gaussian) distribution in both the horizontal and vertical
directions for the stable boundary layer (SBL) and the horizontal direction for the
central boundary layer (CBL), but a bi-Gaussian probability density function for
vertical distribution in the CBL.
The model predicts average concentrations over 1-hour, 8-hour, 24-hour and
annual periods and percentiles thereof. The model allows for the effects of
general plume rise, stack tip downwash and building downwash.
AERMOD is increasingly used in Ireland for the assessment of air quality impact
and has previously been accepted by the Irish EPA for such assessments.
2.1.1
Air Quality Standards and Guidelines
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Air Quality Standards for the protection of human health and the environment
have been developed at European level and incorporated into Irish legislation.
Air Quality Standards (AQSs) set limit values for Ground Level Concentrations
(GLCs) of certain emissions for both short-term (e.g. hourly, daily) and long-term
(e.g. annual) averages. Limit values are often expressed as percentiles e.g. 98
percentile of an hourly average value which means that only 2% of the results
obtained during the monitoring period can exceed the stated hourly average limit
value.
ns
en
The AQSs which apply in Ireland are contained within the following legislation:
The Air Pollution Act, 1987 (Air Quality Standards) Regulations, 1987 (S.I.
No. 244 of 1987)
•
Air Quality Standards Regulations, 2002 (S.I. No. 271 of 2002) relating to
the limit values for sulphur dioxide, nitrogen dioxide and oxides of nitrogen,
particulate matter, lead and carbon monoxide in ambient air.
Co
•
The various AQS limit values and guidelines are summarised in Table 1.1. These
standards have been used in the current assessment to determine the potential
impact of the proposed development on air quality.
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Table 1.1 Air Quality Standards Regulations, 2002 (SI No. 271 of 2002)
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3
200 µg/m
NO2
Annual Average for
protection of human
health
40 µg/m
NO2
3
40% (56 µg/m ) reducing to 0%
in 2010 (therefore is currently
3
48 µg/m in 2006)
Annual Average for
protection of vegetation
30 µg/m
NOx
3
None
Hourly Average for
protection of human
health – not to be
exceeded more than 24
times per year (99.7%ile)
350 µg/m
3
None (expired in 2005)
Daily Average for
protection of human
health – not to be
exceeded more than 3
times per year (99.2%ile)
125 µg/m
3
None
Annual & Winter (1 Oct –
31 Mar) Average for the
protection of ecosystems
20 µg/m
3
Daily Average for
protection of human
health
50 µg/m
PM10
3
Not to be exceeded by more
than 28 times in 2006
(92.3%ile) (reducing by 7 each
year to 0 times in 2010)
Annual Average for
protection of human
health
20 µg/m
PM10
3
50% (30 µg/m ) in 2005
reducing to 0% in 2010
3
(therefore is currently 28 µg/m
in 2006)
3
None (expired in 2005)
Co
Carbon
Monoxide
3
Hourly Average for
protection of human
health – not to be
exceeded more than 18
times per year (99.8%ile)
40% (280 µg/m ) reducing to
0% in 2010 (therefore is
3
currently 240 µg/m in 2006)
se
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3
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Particulate
Matter
Margin of Tolerance
he
Sulphur
dioxide
Limit
Value
None
ot
Nitrogen
Dioxide
Limit Type
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Pollutant
Maximum daily 8-hour
mean
) # $* $ !$+ #$, %
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10 mg/m
$* & %) / #* & $0 !%& $1
3
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Meteorological Data
The meteorological data required by the dispersion model is wind speed, wind
direction, Pasquill-Gifford stability category, boundary layer height and ambient
temperature. The stability category and boundary layer height are used to
characterise the turbulence within, and the height of the lower levels of the
atmosphere.
Extremely unstable conditions can cause plume looping and elevated
concentrations close to the stack. Under stable conditions elevated
concentrations can occur due to the emissions being trapped below the
boundary layer. Neutral conditions, characterised by cloudy skies and strong
winds, are most favourable for dispersion due to the mechanical mixing of the
lower atmosphere. The wind direction determines the direction in which the
plume is blown, and for a particular stability, higher wind speeds will result in
reduced plume rise so causing the plume to reach ground level closer to the
stack with elevated emission concentrations. The boundary layer height
determines the total vertical distance over which the plume may spread.
2.1.3
Building Downwash
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Air streams blowing across buildings can become disrupted, with turbulent
eddies occurring downwind in the building wake. If an emission point is
sufficiently close to a building, then the plume may become entrained in the
turbulent eddies of the building wake. This entrainment can cause plume
downwash resulting in elevated emission concentrations close to the emission
point. The stacks modelled are subject to downwash and therefore building
dimensions were added to the model.
Receptors
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The AERMOD model interprets the influence zone of each building for a given
wind direction using the Building Profile Input Program (BPIP). All of the main
buildings on the site were included in the modelling analysis.
The model was set up to examine the impact of emissions on the area
surrounding the facility using a series of receptors. A receptor is a location at
which the model will calculate maximum GLC. A cartesian co-ordinate receptor
grid system was established with its centre approximately at the location of the
main electrical substation on site.
A 10km square grid was created for initial model runs, to determine the
approximate location of short term maxima. When it was determined that these
fell within 1 km of the site, a more detailed, higher resolution 3 km square grid
was adopted. Receptors were placed at 100 m intervals over the grid, along and
outside the site boundary.
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MODELLING INPUTS
3.1
Emission Data
The current facility operations result in NO2 emissions from both the boilers and
incinerator. NO2 emission levels from the boilers vary depending on whether they
are run on natural gas or gas oil. The current BMS Cruiserath IPC Licence (No.
552) limits for emissions of NO2 are listed in Table 3.1.
Table 3.1: Current on-site emission limits for NO2 (taken from IPC Licence for the
Cruiserath Site)
3.2
Parameter
(mg/m3)
Boilers on Natural
Gas
Boilers on Gas Oil
Incinerator
NO2
200
300
100 (daily average)
Stack & Building Data
•
Height
•
Internal diameter
•
Exit gas temperature
•
Exit gas flow rate
ot
Location on site
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The following data relevant to each stack is also required to be inputted to the
model:
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This data for each stack is provided in Table 3.3. As well as details of the
locations and characteristics of the stacks details of the facility buildings (heights
and dimensions) were also inputted to the model using the site layout plan as a
template.
3.3
Meteorological Data
Five years (2001 – 2005 inclusive) of meteorological data were used in the
model. The data was recorded at the meteorology station in Birr, Co. Offaly and
supplemented by cloud cover data for the same periods from the Casement
meteorology station.
The data obtained consists of hourly values of wind speed, wind direction, air
temperature, stability category, mixing height and cloud cover. Wind direction is
converted to a flow vector (the direction toward which the emission moves) by
adjusting the direction by 180 degrees.
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Modelling Scenarios
The aims of the air dispersion modelling are as follows:
•
Determine the effect of increasing the incinerator emission limit for NO2
from 100mg/m3 to 200mg/m3 on GLCs of NO2
As a result of the air dispersion modelling aim one modelling scenario has been
inputted to the model. The scenario details are outlined below and related
emissions are provided in Table 3.4.
Scenario 1: NO2
Boilers operating on Diesel
Incinerator operating with maximum NO2 emission concentration of
200mg/m3
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•
•
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Table 3.3: Stack Locations & Operation Data
National Grid Coordinates
Stack Height
(m)
Stack Diameter
(m)
Exit Gas Temperature
(K)
Volumetric Exit Gas Flow Rate
(m3/s)
Boiler
307935E, 241666N
33
0.92 × 2 flues
512
9.39 × 2 flues
Incinerator
308310E, 241684N
35.2
1.2
523
16.96
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.
Stack
Description
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Table 3.4: Modelling Scenarios
Parameter
1
NO2
Boilers
Incinerator
(mg/m3)
(g/s)
(mg/m3)
(g/s)
300
2.82
200
3.39
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Scenario
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MODELLING RESULTS
The model was run for the scenario outlined in Section 3.4 during each year
2001-2005. The resulting GLCs are tabulated in Tables 4.1 & 4.2.
Nitrogen Dioxide (NO2)
The results for Scenario 1 indicate that increasing the emission limit of NO2 from
the incinerator from 100mg/m3 to 200mg/m3 would not lead to an exceedence of
the hourly average air quality standard limits. The 99.8%ile of the hourly average
GLC resulting from the increased emission is only 40% of the hourly average
limit and the maximum predicted annual average GLC is only 8.2% of the limit.
In summary:
Increasing the emission limit of NO2 from the incinerator from 100mg/m3
to 200mg/m3 would not lead to an exceedence of air quality standard
limits.
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•
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Table 4.1: NO2 Modelling Results and Comparison with 2002 Air Quality Standards
Location of
Highest Predicted
Concentration
1
101.0
307733E,
241952N
Year
Occurred
99.8%ile of
1-hour
Average
GLC
3
( g/m )
AQS Hourly
Average GLC
3
Limit ( g/m )
2005
80
200
99.8%ile as %
of AQS
Highest
Predicted
Annual
Average
3
GLC ( g/m )
AQS Annual
Average GLC
3
Limit ( g/m )
Highest
Predicted
Annual
Average GLC
as % AQS
40%
3.3
40
8.2%
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.
Scenario
Highest
Predicted 1hour Average
3
GLC ( g/m )
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APPENDIX A
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EMISSION CONTOUR PLOTS
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Denotes approx.
location of site
Co
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Figure 1: Nitrogen Dioxide - Predicted 99.8%ile of Daily Average GLC contours resulting
from Scenario 1 ( g/m3)
Figure 2: Nitrogen Dioxide - Maximum Predicted Annual Average GLC contours resulting
from Scenario 1 ( g/m3)
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EPA Export 25-07-2013:20:25:41
BMS Cruiserath IPPC Licence P0552-01 Review
EMISSIONS TO ATMOSPHERE
Emission point
-
Minor atmospheric emissions update
Emission details1
Description
Reference Numbers
A3 - 1
Material
Boilers – Administration (two boilers at full load of
141kW each)
mg/Nm
Abatement system employed
kg/h.
kg/year
Each
(max.)
3.0x10-3
Each
(max.)
26
Carbon monoxide
Between 10
and 12.5
mg/Nm3
NOx as (nitrogen
dioxide)
Between 25
and 65
mg/Nm3
Each
(max.)
0.015
Each
(max.)
131
SOx as (sulphur
dioxide)
36mg/Nm3
Each
0.008
Each
70
Carbon monoxide
Between 10
and 12.5
mg/Nm3
Each
(max.)
9.3x10-3
Each
(max.)
82
NOx as (nitrogen
dioxide)
Between 25
and 65
mg/Nm3
Each
(max.)
0.048
Each
(max.)
420
SOx as (sulphur
dioxide)
36mg/Nm3
Each
0.027
Each
233
Boiler – Laboratory (two boilers at full load of
445kW each)
Co
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A3 – 4
A3 - 5
A3 - 6
A3 - 7
A3 - 8
A3 – 9
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A3 - 3
se
.
A3 – 2
3(2)
Flowrates (hour and annual)
quoted for individual boilers
at highest concentration and
full load all year.
Flowrates (hour and annual)
quoted for individual boilers
at highest concentration and
full load all year.
Boiler – Cafeteria (two boilers at full load of an
estimated 400kW each)
As A3-2
As A3-2
As A3-2
As A3-2
As A3-2
Boiler – Engineering (two boilers at full load of
445kW each)
As A3-2
As A3-2
As A3-2
As A3-2
As A3-2
Drum-warming oven vent (one)
Note (4)
Note (4)
Note (4)
None
Note (4)
Page 1 of 8
EPA Export 25-07-2013:20:25:41
BMS Cruiserath IPPC Licence P0552-01 Review
Emission point
Emission details1
Description
Reference Numbers
A3 - 10
mg/Nm3(2)
Material
Laboratory Building Fume hood vents
Note (3)
A3 – 13
Ammonium hydroxide tank
NH4OH vapours
A3 – 14
Sodium hydroxide tank
NaOH vapours
A3 – 15
Hydrochloric acid tank
HCl vapours
A3 – 16
Hydrogen Bromide acid tank
HBr vapours
Abatement system employed
kg/h.
kg/year
Note (3)
Note (3)
5 mg/Nm3
0.00027
kg/hr
0.02
kg/yr
Vent to small load scrubber
N/A
N/A
N/A
Vent to atmosphere – nonenvironmental hazard
10 mg/Nm3
0.00057
kg/hr
2 kg/yr
Vent to small load scrubber
10 mg/Nm3
0.00057
kg/hr
2 kg/yr
Vent to small load scrubber
N/A
N/A
N/A
Vent to atmosphere – nonenvironmental hazard
Note (3)
None
A3 - 11
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A3 – 12
Note (7)
A3 – 17
A3 -18
KOH vapours
Manufacturing IBC Loading Isolator 10.GB.001.01
Air and Nitrogen
No emission
limits
N/A
N/A
HEPA filtered before
emission
Manufacturing IBC Loading Isolator 10.GB.002.01
Air and Nitrogen
No emission
limits
N/A
N/A
HEPA filtered before
emission
Air and Nitrogen
No emission
limits
N/A
N/A
HEPA filtered before
emission
Manufacturing IBC Loading Isolator 10.GB.07.01
Air and Nitrogen
No emission
limits
N/A
N/A
HEPA filtered before
emission
Manufacturing Laminar Air Flow Booth
10.EB.003.01
Air and Nitrogen
No emission
limits
N/A
N/A
HEPA filtered before
emission
Manufacturing Keg Fill Isolator 10.GB.122.01
Air and Nitrogen
No emission
limits
N/A
N/A
HEPA filtered before
emission
A3-20
A3-21
A3-22
A3-23
Manufacturing Small Volume Isolator
10.GB.004.01
Co
ns
en
A3-19
Potassium Hydroxide
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Emission point
Emission details1
Description
Reference Numbers
A3-24
A3-25
A3-26
mg/Nm3(2)
kg/h.
kg/year
Manufacturing Keg Fill Isolator 10.GB.124.01
Air and Nitrogen
No emission
limits
N/A
N/A
HEPA filtered before
emission
Manufacturing Keg Fill Isolator 10.GB.126.01
Air and Nitrogen
No emission
limits
N/A
N/A
HEPA filtered before
emission
Manufacturing Keg Fill Isolator 10.GB.128.01
Air and Nitrogen
No emission
limits
N/A
N/A
HEPA filtered before
emission
Manufacturing Keg Fill Isolator 10.GB.141.01
Air and Nitrogen
No emission
limits
N/A
N/A
HEPA filtered before
emission
Manufacturing Keg Fill Isolator 10.GB.290.01
Air and Nitrogen
No emission
limits
N/A
N/A
HEPA filtered before
emission
Air and Nitrogen
No emission
limits
N/A
N/A
HEPA filtered before
emission
Air and Nitrogen
No emission
limits
N/A
N/A
HEPA filtered before
emission
Building Extract air
No
contamination
None
None
HEPA filtered before emission
Building Extract air
No
contamination
None
None
HEPA filtered before emission
Building Extract air
No
contamination
None
None
HEPA filtered before emission
A3-29
A3-30
Manufacturing Mill Fill
Manufacturing Bin Wash Station 10.PK.156.01
ru
he
ot
to
f c Fo
op r i
yr ns
ig pe
ht ct
ow ion
ne pu
r r rp
eq os
ui es
re o
d nl
fo y.
ra
ny
A3-28
se
.
A3-27
Material
Abatement system employed
Manufacturing Building HVAC system
A3-32
Manufacturing Building HVAC system
A3-33
Manufacturing Building HVAC system
A3-34
Manufacturing Building HVAC system
Building Extract air
No
contamination
None
None
HEPA filtered before emission
A3-35
Manufacturing Building HVAC system
Building Extract air
No
contamination
None
None
HEPA filtered before emission
A3-36
Manufacturing Building HVAC system
Building Extract air
No
contamination
None
None
HEPA filtered before emission
Co
ns
en
A3-31
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Emission point
Emission details1
Description
Reference Numbers
Abatement system employed
Material
mg/Nm3(2)
kg/h.
kg/year
Manufacturing Building HVAC system
Building Extract air
No
contamination
None
None
HEPA filtered before emission
A3-38
Manufacturing Building HVAC system
Building Extract air
No
contamination
None
None
HEPA filtered before emission
A3-39
Warehouse Laminar Air Flow Booth 33.EB.001.02
Extract air
No
contamination
None
None
HEPA filtered before
emission
A3-40
Warehouse Laminar Air Flow Booth 33.EB.002.01
Extract air
No
contamination
None
None
HEPA filtered before
emission
A3-41
Warehouse Sub-division Isolator 33.GB.001.01
Extract air
No
contamination
None
None
HEPA filtered before
emission
A3-42
Warehouse sub-division Isolator 33.GB.002.01 &
33.GB.002.02.
Extract air
No
contamination
None
None
HEPA filtered before
emission
A3-43
Warehouse HVAC 33.HVAC.008
Building Extract air
No
contamination
None
None
HEPA filtered before emission
A3-44
Warehouse HVAC General
Building Extract air
No
contamination
None
None
HEPA filtered before emission
A3-44
Warehouse HVAC Clean Rooms
Building Extract air
No
contamination
None
None
HEPA filtered before emission
Co
ns
en
to
f c Fo
op r i
yr ns
ig pe
ht ct
ow ion
ne pu
r r rp
eq os
ui es
re o
d nl
fo y.
ra
ny
ot
he
ru
se
.
A3-37
1
2
3
4
The maximum emission should be stated for each material emitted, the concentration should be based on the maximum 30 minute mean.
Concentrations should be based on Normal conditions of temperature and pressure, (i.e. 0oC101.3kPa). Wet/dry should be clearly stated. Include reference oxygen conditions for
combustion sources.
Fume hoods are used to handle small volumes of material, usually less than 5 litres at a time. Due to the intermittent and unscheduled nature of these operations and the large
number of compounds that may be handled, it has not be practical to quantify these emissions. Based on BMS experience and best engineering judgement, these emissions will be
very minor.
The drum lids are cracked open during warming. Only small volumes of vapour are produced per drum – averaging < 1litre. Vapours are not extracted so this is a one off emission
per drum.
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BMS Cruiserath IPPC Licence P0552-01 Review
Potential Emission Points
These are points which need to vent to atmosphere in emergency situations, but remain closed under normal situations. These include reactor and
other process vessel bursting disc vent lines. Reactor bursting disk lines are directed to the disengagement catch tanks to minimise liquid and hence
vapour emissions to atmosphere and surface water. The catch tank is located outside and to the north of the production building. The solvent
recovery plant also has a catch tank which is located at the solvent recovery plant. Tank farm bulk storage tanks also have relief valves, which will lift
only under abnormal situations.
The incineration line has a vent which opens in the event of loss of power or other emergency condition, requiring an immediate shut-down of the
system. It opens to prevent damage to downstream equipment. The vent is not used for start-up or normal shut-down. The back-up cryogenic
condenser unit also has a vent which opens in the event of loss of power or other emergency condition.
The vent from the WWTP will be directed to atmosphere during incinerator shutdown.
Co
ns
en
to
f c Fo
op r i
yr ns
ig pe
ht ct
ow ion
ne pu
r r rp
eq os
ui es
re o
d nl
fo y.
ra
ny
ot
he
ru
se
.
Some emissions to atmosphere will occur from back-up diesel generators in the event of a power failure to the site
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BMS Cruiserath IPPC Licence P0552-01 Review
EMISSIONS TO ATMOSPHERE
Emission point ref. no.
(as per flow diagram)
Description
-
Potential atmospheric emissions
Malfunction which could
cause an emission
Emission details
(Potential max. emissions)
mg/Nm3
material
A4-1
Incinerator: emergency
stack
Incinerator emergency shut
down.
Flue gas
Kg/hour
20000kg/h for 30
seconds decreasing to
0kg/hr within 3 minutes
4300
69
Hydrogen chloride
17300
276
63
1
611
10
Any process fluid –
solvent, raw material,
intermediate or
product.
Worst case is fire
case when emission
will be made up of
vaporised solvents,
nitrogen and other
compounds. Of equal
impact is the worst
case exothermic/run
away reaction where
vapours are driven
off by reaction gases.
Up to approximately
5200kg/hour, to a total of
8m3 from a single largest
production vessel.
Calculations for the fire
case and the worst
exotherm case are
approximately the same.
Note (1)
As A4-2 but there
will be no significant
threat from exotherm.
To a maximum
50000kg/hr, depending
on which column is
venting, for one or a
series of short duration
emissions to a maximum
of 7m3. Note (1)
All solvent
12,000 kg/hr for duration
of emergency
se
he
ot
to
f c Fo
op r i
yr ns
ig pe
ht ct
ow ion
ne pu
r r rp
eq os
ui es
re o
d nl
fo y.
ra
ny
NOx
ru
Sulphur dioxide
.
Particulates
Catch tank for Production
vessels bursting disc vent
lines
Bursting disc rupture –
catch tank breathes to
atmosphere. Caused by
process control failure and
fail safe safety devices
failure and interlock failure
and consequential pressure
risk exceeding bursting
disk set pressure by
exotherm. Or fire scenario.
A4-3
Catch tank for Solvent
Recovery vessels relief
valve vent lines
Relief valve opens due to
high pressure in column.
Reasons are as for A4-2.
Any solvent or solvent
mixture being recycled.
A4-4
Tank farm Tank relief
valves (number 27)
Emergency case - fire
Solvents
Co
ns
en
A4-2
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BMS Cruiserath IPPC Licence P0552-01 Review
Emission point ref. no.
(as per flow diagram)
Description
Malfunction which could
cause an emission
Emission details
(Potential max. emissions)
mg/Nm3
Kg/hour
VOCs = 12% vol/vol
from incinerator or
400 000mg/Nm3 for
cryogenic
750 kg/hr(incinerator) or
360kg/hr for duration of
overpressurisation –
maximum of 5 minutes
unless there is an
emergency. During this
time the production
processes are cut back to
meet maximum
Cryogenic unit inlet flow
rates
No emission limit
10,000 kg/hr
NOx
4000
10.4
CO
650
1.7
Hydrocarbons
150
0.39
Particulates
130
0.34
material
Cryogenic unit &
incinerator VOC vent
supply pressure relief
Overpressure in vent
header to cryogenic or
incinerator
Nitrogen with VOCs
A4-6
WWTP Extract Air
Malfunction of Incinerator
Potentially odorous Air
A4-7
Standby diesel generator
1000kW (maximum
values)
Power failure in
production building
As A4-7
As A4-7
Power failure in
administration, laboratory,
canteen & engineering
buildings.
As A4-7
As A4-7
As A4-7
Fire Water / Stormwater
Pumps
Firewater / Stormwater
diversion to Firewater
retention tank
NOx, SOx, CO, HC
n/a
n/a
Fire Water Pumps West
Firewater activation
NOx, SOx, CO, HC.
n/a
n/a
Standby diesel generator
1000kW
(maximum values)
A4-10
A4-11
A4-12
ot
As A4-7
(maximum values)
A4-9
to
f c Fo
op r i
yr ns
ig pe
ht ct
ow ion
ne pu
r r rp
eq os
ui es
re o
d nl
fo y.
ra
ny
Standby diesel generator
700kW
ns
en
Power failure in
environmental control
building
Co
A4-8
he
ru
se
.
A4-5
A4-13
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BMS Cruiserath IPPC Licence P0552-01 Review
Emission point ref. no.
(as per flow diagram)
Description
Malfunction which could
cause an emission
Emission details
(Potential max. emissions)
material
A4-14
Fire Water Pumps East
Firewater activation
NOx, SOx, CO, HC.
mg/Nm3
Kg/hour
n/a
n/a
A4-15
ns
en
to
f c Fo
op r i
yr ns
ig pe
ht ct
ow ion
ne pu
r r rp
eq os
ui es
re o
d nl
fo y.
ra
ny
ot
he
ru
se
.
Bursting disk: considerable engineering effort is invested in eliminating as far as possible this emission scenario. However, safety is paramount and provision of a bursting
disk and relief valve emergency vent systems meets this requirement. In the event of an emission, the environmental impact is minimised as far as possible by provision of a
catch tank. This disengages up to 90% of liquid entrained in a vapour flow. Figures given in this table are for maximum potential emission and do not allow for the effect of
the catch tank.
Co
1.
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