[0001] This invention relates to a stage 1B vapour recovery test apparatus, test method
and risk assessment method.
[0002] Stage 1B vapour recovery or vapour balancing involves modifying a petrol storage
vent system so that the vapours displaced during unloading are returned to the road
tanker.
[0003] EU Directive 94/63/EC requires the introduction, installation, operation and monitoring
of so called Stage 1B vapour recovery systems at petrol filling stations across the
EU member states. This measure is designed to protect the air environment from the
impact of harmful volatile organic compounds (VOCs) in petrol vapours.
[0004] The installation of Stage 1B vapour recovery systems at petrol filling stations may
introduce additional safety hazards and associated safety risks. They may also exacerbate
any existing problems to give rise to serious hazards. Hazards include increased potential
for vapour leaks and petrol spills and risks include increased potential for fires
and explosions. Until recently, there has been no particular statutory obligation
to identify, note and report these safety hazards or to assess the associated risks.
[0005] EU Directive 99/92/EC requires the preparation of an Explosion Protection Document
(EPD) for any workplace where explosive atmospheres may arise. The preparation of
an EPD is mandatory for any petrol filling station and must take particular account
of the potential hazards and risks presented by, amongst other things, its Stage 1B
vapour recovery system.
[0006] International Patent Specification No WO 00/50334 describes a method of testing a
volatile liquid tank farm and vapour recovery system using flow meters coupled to
the fill pipes.
[0007] The flow-based tests interfere with system pressure by causing disruption to the
flow of fluid in the system by the flow meter element of the test piece which substantially
obstructs the flow path. For large valued flow rates, the resistance to the flow by
the flow meter element results in relatively small deviations in the measurement of
the actual flow rate, however when measuring small flow differentials these deviations
are relatively substantial compared with the actual flow rate pressures. This makes
it impossible to measure back pressures, for example.
[0008] The deviations are particularly detrimental when testing the vapour recovery system
with a focus on safety and environmental issues of vapour recovery. In this case,
accurate readings of small flow rate pressures are required.
[0009] According to a first aspect of the present invention there is provided a test apparatus
locatable in a vapour recovery system for recovering a volatile organic compound comprising
means for measuring pressures and/or pressure intervals at at least one point and/or
across at least one interval in the vapour recovery system, the means for measuring
pressures and/or pressure intervals being adapted to perform the measurement without
substantially affecting the flow rate pressures of fluid in the vapour recovery system.
[0010] Preferably, the test apparatus comprises a means for testing pressure deviations
caused by the test apparatus.
[0011] More preferably, the test rig comprises a low pressure drop aspect. In this way,
the test rig avoids any significant pressure deviations in the vapour recovery system
caused by the test apparatus and allows for substantially normal vapour recovery system
operation under test conditions.
[0012] Suitably, the test rig comprises element parts for testing pressures as may be required
across various intervals along the vapour recovery system pressure gradient. In this
way, the test rig can be employed to extract pressure readings at a truck vapour recovery
line termination valve, at a site vapour recovery line termination valve, at a tank
vent manifold or at a site underground tank.
[0013] Preferably, the test apparatus comprises a means for avoiding significant pressure
deviations in the vapour recovery system caused by the test apparatus.
[0014] According to a second aspect of the present invention there is provided a method
of testing a vapour recovery system for recovering a volatile organic compound comprising
locating a test apparatus in the vapour recovery system and extracting pressure readings
and/or pressure interval readings, the test apparatus comprising means for measuring
pressures and/or pressure intervals at at least one point and/or across at least one
interval in the vapour recovery system, the means for measuring pressures and/or pressure
intervals being adapted to perform the measurement without substantially affecting
the flow rate pressures of fluid in the vapour recovery system.
[0015] Preferably, the test method comprises a means for testing pressure deviations caused
by the test apparatus.
[0016] Preferably, the test method comprises a means for avoiding significant pressure deviations
in the vapour recovery system caused by the test apparatus.
[0017] In a preferred embodiment, the test method comprises a self testing aspect. In this
way, the test method provides a means for testing any pressure deviations which might
be introduced into the vapour recovery system by the test rig/apparatus and allows
for confidence that the test method can be applied under normal vapour recovery system
operation.
[0018] Suitably, the test method comprises a self correcting aspect. In this way, the test
method provides a means for correcting any pressure deviations which might be introduced
into the vapour recovery system by the test rig/apparatus and allows for confidence
that the test method can be applied under normal vapour recovery system operation.
[0019] According to a third aspect of the present invention there is provided a vapour recovery
system explosive atmosphere (VRSEA) risk assessment method comprising using pressure
readings and/or pressure interval readings to assess risks and hazards in a vapour
recovery system for recovering a volatile organic compound, the pressure readings
and/or pressure interval readings being extracted from a method of testing the vapour
recovery system, the method of testing comprising locating a test apparatus in the
vapour recovery system and extracting pressure readings and/or pressure interval readings
using a test apparatus, the test apparatus comprising means for measuring pressures
and/or pressure intervals at at least one point and/or across at least one interval
in the vapour recovery system, the means for measuring pressures and/or pressure intervals
being adapted to perform the measurement without substantially affecting the flow
rate pressures of fluid in the vapour recovery system.
[0020] Preferably, the risk assessment method comprises a means for testing pressure deviations
caused by the test apparatus.
[0021] Preferably, the risk assessment method comprises a means for avoiding significant
pressure deviations caused by the test apparatus.
[0022] In a preferred embodiment, the risk assessment method comprises an environmental
aspect to vapour recovery system tests/inspections. In this way, the risk assessment
identifies environmental concerns about vapour balancing/vapour tightness around the
efficiency of vapour recovery system operations in recovering petrol vapours from
petrol tanks during petrol liquid deliveries.
[0023] In a further preferred embodiment, the risk assessment method comprises a safety
aspect as well as an environmental aspect to vapour recovery system tests/inspections.
In this way, the risk assessment identifies safety concerns about explosions and/or
fires around any possible petrol vapour leaks, any possible petrol liquid spills associated
with any noted abnormal/malfunctioning/inefficient vapour recovery system operation.
[0024] The present invention relates to a stage 1B vapour recovery system pressure based
test rig set. The test apparatus and method facilitate the measurement of pressures
and pressure intervals at various points in the system. These pressure readings are
obtained while causing minimal resistance to the vapour flow rate pressures in the
system. A high level of accuracy in the pressure measurements is particularly important
when determining leaks from the vapour recovery system, particularly when there is
a focus on the safety and environmental impacts of volatile organic compound vapour
emissions from the system.
[0025] The stage 1B vapour recovery system pressure based test rig set may also be used
to test pressures where Stage 2 vapour recovery (described below) is installed and/or
active.
[0026] This test apparatus can also be "self testing" and can determine whether pressure
differentials are caused by the test apparatus itself. This can enable the identification
of leaks and/or defects caused by faults in the test apparatus, as distinct from the
vapour recovery system.
[0027] Importantly, the test confirms complete vapour tightness of the 1BPTRS test piece
assembly itself to eliminate the 1BPTRS apparatus as a possible vapour leak source.
It can also confirm the accuracy of any site particular pressure readings on the basis
of any site pre-test or mid-test of the 1BPTRS.
[0028] The installation and operation of Stage 1B vapour recovery systems can be monitored
for compliance with the objectives of EU Directive 94/63/EC using a Stage 1B Pressure
based test rig set (1BPTRS). Tests must be conducted to establish compliance with
the objectives of EU Directive 94/63/EC and the 1BPTRS apparatus can be used to conduct
these tests. The test method uses the Stage 1B Vapour Recovery System Pressure Based
Test Rig Set (1BPTRS).
[0029] A Stage 1B Vapour recovery system pressure based test rig set (1BPTRS) of the invention
is set up in series with a routine vapour recovery flexible hose connection between
a petrol delivery tanker and a petrol filling station fixed vapour return line of
the stage 1B vapour recovery system. An induced pressure gradient across the site
drives vapour transfer. The in-line set up of the 1BPTRS apparatus avoids the introduction
of any significant system pressure deviations by the test apparatus itself across
the site. The 1BPTRS apparatus is configured in various arrangements so as to identify
and test various pressure parameters at the site. In particular tests, the 1BPTRS
apparatus also provides test related temporary venting as may be required to check
and correct any noted pressure imbalances.
[0030] The 1BPTRS is a totally pressure based test rig as opposed to any flow based test
rig or any combined flow and pressure based test rig. It is designed to target reading
various pressure parameters in stage 1B vapour recovery systems at petrol filling
stations.
[0031] The target readings are taken across pre-selected pressure intervals along pre-determined,
and where satisfactory, well-balanced pressure gradients. The 1BPTRS does not introduce
any significant resistance to vapour flows and does not present any significant pressure
drop of its own accord.
[0032] The 1BPTRS has a total flow resistance of less than 1mb pressure drop across all
test set up combinations of test piece elements. The pressure drops across elements
of 1BPTRS apparatus are less than 0.5mb. The 1BPTRS enables pressure levels of the
site particular vapour recovery system to be measured to within 1.0mb accuracy of
actual or prevailing pressure parameters. This accuracy enables confident identification
of any site particular pressure gradient imbalances by deviations from a general satisfactory
target pressure gradient profile.
[0033] The 1BPTRS also comprises a test piece temporary vent for the discharge of any test
generated site vacuum or pressure capacity. Thus at any time during the tests it is
possible to re-establish a normal targeted site particular pressure gradient for vapour
balancing test checks or rechecks. The provision of a test piece temporary vent also
facilitates the discharge of any test generated unforeseen excessive pressure or vacuum
build-up which could develop into a test generated unsafe situation for the tanker
or the site.
[0034] The test method of the invention employs the 1BPTRS test rig. The test method describes
the set up of the 1BPTRS for testing. It is a dynamic pressure based test method.
This mode of test is distinct from any static pressure test, dynamic (reactive or
interactive) flow test or dynamic mixed flow and pressure test. A live test is conducted
when the site vapour recovery system is operational. Tests for vapour balancing and
back pressures are typically conducted during a petrol liquid delivery from tanker
to site and the return of petrol vapours from site to tanker. Tests for vapour tightness
and blow backs require pressures and/or vacuums to be induced and, as such, these
tests can also be considered dynamic. The test of the invention identifies substantially
all possible concerns related to stage 1B vapour recovery systems at petrol filling
stations as described below:
Vapour balancing
[0035] The test method investigates correct vapour balancing where this is necessary to
ensure that vapour recovery flows are smooth without any vapour plug surges and that
flows are proportionate to a target pressure gradient. Vapour plug surges can cause
intermittent high site side pressure gradient spiking. Vapour recovery flows include
complementary pressure and vacuum aspects and must not over rely on pressure elements
alone.
[0036] The tests can confirm correct vapour balancing based on an acceptable pressure gradient
with complementary pressure and vacuum aspects. The tests highlight any imbalances
in pressure gradients, such as, the absence of tanker vacuum ("pull") factors or the
over reliance on site pressure ("push") factors. The test method can also confirm
correct installation and operation of the flame arrestor behind the site vapour recovery
line (VRL) termination valve. The test highlights any possible need for servicing
or replacement of this unit. The test determines correct flow patterns along the site
vapour return lines and highlights any possible need to clear blockages of trapped
petrol or water from these vapour return lines.
Vapour tightness
[0037] The test method of the invention assesses the system and 1BPTRS test piece assembly
vapour tightness. Vapour tightness is required to ensure the integrity of the stage
1B vapour recovery system and 1BPTRS apparatus. This will ensure that no dangerous
fugitive emissions of petrol vapours are possible, especially at low levels, and eliminate
the 1BPTRS as a possible leak source to confirm the accuracy of pressure readings.
[0038] The test can confirm correct vapour tightness under pressure across the complete
stage 1B vapour recovery system and its separate elements. It shall ensure the correct
emergency venting relief vacuum settings are in place for both the tanker and site
pressure vacuum valve (PVV) units. The test can confirm acceptable closure operation
of the site VRL termination spring loaded valve element to guarantee vapour tightness
between petrol delivery intervals. It can also confirm acceptable closure operation
of the site PVV units both in pressure and vacuum. It determines vapour tightness
of site tank manhole cover fittings, where these must be checked for leaks which can
cause a build-up of trapped explosive mixtures of petrol vapour and air, and their
possible migration along ducts etc.
Blow backs
[0039] The test method of the invention also determines where blow backs occur or might
potentially occur. Blow backs are potentially extremely unsafe fugitive emissions
of petrol vapours from open fill line caps which are always located at low levels.
These blow backs may also be caused by faulty tank fill line internals and/or faulty
overfill prevention valves.
[0040] The test method of the invention can confirm the extent of any tank fill line blow
backs from open fill line caps and, if such a blow back exists, whether it is acceptable
or unacceptable. It can confirm correct installation of tank fill line internals or
otherwise highlight the need to repair faulty installation work to eliminate unacceptable
blow backs. The test can verify correct installation of tank overfill prevention valves
or highlight the possible need to repair faulty installation work or replace non vapour
recovery compliant or pre-vapour recovery type units in order to eliminate unacceptable
blow backs.
Back pressures
[0041] The test method of the invention detects back pressures. Back pressures develop when
emergency venting relief pressure is required and proves inadequate. This can result
in tank ullage spaces being pressurised in excess of the site particular maximum allowable
system pressure (MASP). Tank fill line vapour locks may also occur during petrol deliveries
causing petrol liquid spills from open caps of well filled tanks.
[0042] The test method of the invention can confirm:
- Emergency venting relief pressure setting of the site pressure vacuum valves (PVVs).
- Extent of any possible back pressure build up in the site stage 1B vapour recovery
system at emergency venting relief pressure of the site pressure vacuum valve(s) under
various petrol liquid delivery flows and petrol vapour pressure build ups.
- Acceptability of any maximum possible back pressures on top of measured emergency
venting relief pressure settings of the site PVV(s) when compared to the maximum allowable
system pressure based on the site particular critical depth.
[0043] The test method of the invention can also measure site particular data regarding
critical depth, maximum allowable pressure, emergency venting relief pressure and
back pressure. This allows assessment of ways to minimise vapour recovery system back
pressures by control of petrol liquid delivery flows or limiting petrol hose discharges.
It is possible to accommodate stage 1B vapour recovery system back pressure by increasing
the maximum allowable system pressures or by increasing critical depths between maximum
levels of stored petrol and fill cap openings.
Risk Assessment Method
[0044] Hazards and risks may be identified and assessed by means of a Vapour Recovery System
Explosive Atmosphere (VRSEA) Risk Assessment Method. The test rig and the method of
the invention facilitate a stage 1B vapour recovery system risk assessment and provide
a novel approach to assessing some of the more significant hazards and risks concerned
with delivery of petrol liquid and recovery of petrol vapours at petrol filling stations.
Hazards and risks exist at petrol filling stations from the generic characteristics
of petrol vapour and petrol liquid. As a result, the petrol delivery and vapour recovery
operation is an inherently increased hazard and risk interval, illustrating the need
for meticulous care during the vapour recovery process.
[0045] The risk assessment method provides a system to note substantially all possible defects
of a stage 1B vapour recovery system at a petrol filling station employing the test
rig and test method of the invention.
[0046] The risk assessment method enables identification of specific hazards based on the
noted defects of the vapour recovery system.
[0047] The risk assessment method also evaluates the heightened potential of associated
related risks of fires and explosions from petrol spills and vapour leaks around stage
1B vapour recovery systems at petrol filling stations. The risk assessment method
identifies existing and/or potential hazards associated with such systems and the
heightened potential for fires and/or explosions from incorrect installation or operation
of elements of such systems.
[0048] Unambiguous recommendations for the prevention of hazards and the mitigation of risks
from a stage 1B vapour recovery system can be obtained on the basis of the quality
of the data obtained from the test method using a 1BPTRS test rig.
[0049] The risk assessment method provides the opportunity to introduce and define the relationships
of the following parameters or concepts and to utilise these concepts and their relationships
to assess hazards and risks related to stage 1B vapour recovery systems at petrol
filling stations. This assessment may be included in an Explosion Protection Document
(EPD). An EPD is a statutory requirement for all petrol filling stations under the
EU Directive 99/92/EC and as transposed into member state laws throughout the EU.
[0050] The following concepts and their relationships are included in the risk assessment:
- Critical Depth
[0051] The critical depth (CD) is the height measurement from site tank maximum contents
level to the tank fill line opening. This depth can be increased by lowering tank
contents or raising fill caps.
- Maximum Allowable System Pressure
[0052] The maximum allowable system pressure (MASP) is the pressure in the ullage space
or vent line of a tank which forces the petrol liquid contents of the tank to rise
back up through the fill line to the fill line opening (over the height measurement
of the critical depth). The maximum allowable system pressure may be increased by
increasing the critical depth.
- Emergency Venting Relief Pressure
[0053] The emergency venting relief pressure is the pressure setting at which the site PVV
units are designed to crack open and allow full and free discharge of petrol vapours.
This occurs when tank ullage spaces are tending toward over pressurisation and this
cracking mechanism avoids related dangers. The emergency venting relief pressure should
be decreased to compensate for back pressure only where back pressures cannot be reduced.
- Back Pressure
[0054] Back pressure is the increase in contained pressure in a stage 1B vapour recovery
system greater than the emergency venting relief pressure. The back pressure can be
reduced by reducing flow volumes. An unacceptable back pressure level is any back
pressure which, when added to the emergency venting relief pressure, brings the system
pressure value to a greater value than the maximum allowable system pressure. An acceptable
back pressure level is the amount of back pressure which can be tolerated in addition
to the emergency venting relief pressure without their combined value exceeding the
maximum allowable system pressure.
[0055] The risk assessment method of the invention provides the opportunity to assess the
impacts of the installation and operation of the stage 1B vapour recovery system at
a petrol filling station against objectives of obtaining correct vapour balancing
and correct vapour tightness. Critical defects such as the presence of blow backs
(that is, serious vapour leaks from fill lines where vapours can escape under pressure
at low levels) and back pressures, (that is, significant pressure build up beneath
fully open pressure vacuum values (PVVs)) are assessed.
[0056] The assessment method also addresses known stage 1B vapour recovery system defects
by clearly outlining specific responses as follows:
- Improvement of vapour balancing by removing stage 1B vapour recovery system blockages
and specifying vapour flows to fit stage 1B vapour recovery system constraints;
- Improvement of vapour tightness by reducing the extent of vapour leaks to acceptable
levels, (such as fugitive vapour emissions from sticking open PVV units) and eliminating,
as far as practically possible, vapour leak entrapment, (such as fugitive vapour emissions
into underground manholes);
- Elimination of blow backs by repairing or replacing leaking fill line internals and/or
faulty overfill prevention valves;
- Neutralising the impact of back pressures by increasing emergency venting volume capacity
and increasing maximum allowable system pressures;
[0057] The risk assessment method of the invention enables reclassification of areas around
test proven fill cap leaks, PVV leaks, manhole leaks etc from a "Hazard Zone 2" to
a "Hazard Zone 1" on a temporary basis as an emergency response procedure. These hazard
zones define stringent criteria for equipment and products operating in hazardous
areas so that they have suitable protection to avoid the possibility of becoming a
source of ignition. The risk assessment method also enables reclassification of areas
around untested vapour recovery systems fill caps, PVVs, manholes etc on a interim
basis as a pre-emptive control pending tests. This reclassification is a risk and
hazard mitigation-measure rather than a prevention means.
[0058] Embodiments of the invention will now be described, by way of example only, with
reference to the accompanying drawings in which:
Figure 1 is a schematic representation of an operational vapour recovery system during
a petrol delivery;
Figure 2 is a schematic representation of a side view of apparatus for vacuum tests;
Figure 3 is a schematic representation of a side view of apparatus for pressure gradient
tests for vapour balancing and detection of flow path blockages;
Figure 4 is a schematic representation of a side view of apparatus for pressure gradient
tests for vapour tightness and determination of maximum back pressures;
Figure 5 is a schematic representation of a side view of apparatus for fill line tests
for normal blow backs;
Figure 6 is a schematic representation of a side view of apparatus for fill line tests
for maximum blow backs;
Figure 7 is a schematic representation of a side view of apparatus for pressure gradient
tests upstream of vapour recovery line termination valve;
Figure 8 is a schematic representation of a side view of apparatus for pressure gradient
tests to determine pressure vacuum valve pressure interval;
Figure 9 is a schematic representation of a side view of apparatus for pressure gradient
tests to measure pressure in tank ullage space;
Figure 10 is a schematic representation of a cross section view of a fixed double
female connector;
Figure 11 is a schematic representation of a cross section view of a flexible double
female connector;
Figure 12 is a schematic representation of a front elevation of a test piece;
Figure 13 is a schematic representation of a cross section view of a fill cap adaptor;
Figure 14 is a schematic representation of a front elevation of a fill cap monitoring
manifold;
Figure 15 is schematic representation of a front elevation view of a pressure relief
tee;
Figure 16 is a schematic representation of a front elevation of a bypass venturi;
Figure 17 is a schematic representation of a cross section view of a vapour recovery
line access port;
Figure 18 is a schematic representation of a cross section view of a pressure vacuum
valve access port;
Figure 19 is a schematic representation of a cross section view of a tank lid access
port;
Figure 20 is a schematic representation of a side view of a vapour recovery system;
Figure 21 is a schematic representation of a cross section view of a free vent;
Figure 22 is a schematic representation of a cross section view of a PVV;
Figure 23 is a schematic representation of a partial sectional view of a fill cap;
Figure 24 is a schematic representation of a partial sectional view of a fill cap;
Figure 25 is a schematic representation of a cross section view of a tank with satisfactory
critical depth;
Figure 26 is a schematic representation of a cross section view of a tank with unsatisfactory
critical depth;
Figure 27 is a schematic representation of a cross section view of a vapour recovery
system with a blockage in the vapour return hose;
Figure 28 is a schematic representation of a cross section view of a tank with satisfactory
critical depth;
Figure 29 is a schematic representation of a cross section view of a tank with unsatisfactory
critical depth;
Figure 30 is a schematic representation of a partial sectional view of a fill riser
pre vapour recovery;
Figure 31 is a schematic representation of a partial sectional view of a fill riser
post vapour recovery, and
Figure 32 is a schematic representation of a cross section view of an in line fill
cap adaptor.
[0059] Figure 1 shows a Stage 1B vapour recovery system (1) in operation during a petrol
delivery. A delivery tanker (2) is unloading petrol or diesel liquid to a site tank
(3). An unloading flow path (4) of the petrol or diesel liquid is shown by arrows.
The petrol liquid is discharged under gravity from a truck pot (5) of the delivery
tanker (2) along the flow path (4) to the bottom of the site tank (3) via a fill manifold,
which is not shown. The pressure rise in the underground site tank (3) pushes petrol
vapours through tank vents (6) into a vent manifold (7). A pressure vacuum valve (10)
is connected to the vent manifold (7). The pressure vacuum valve (10) can alleviate
excess pressures or vacuum build up in the system. The vapours then flow along a site
fixed vapour recovery line (8) into a flexible vapour recovery hose (9) connected
between the site fixed vapour recovery line (8) and vapour return port, not shown,
of the tanker (2). The vapour then enters into a coaming, which is not shown, and
back into the ullage space of the truck pot (5).
[0060] A graph of a theoretical pressure gradient is superimposed on the Figure showing
the expected or normal pressures across the Stage 1B vapour recovery system. These
pressures range from approximately - 15mb in the truck pot (5) and varies linearly
across the system, as shown by the broken line, to approximately +15mb in the site
tanks (3).
[0061] Figures 2 to 9 to show various test apparatus for conducting tests on a stage 1B
vapour recovery system (1), these apparatus are known collectively as the stage 1B
Pressure based Test Rig Set (1BPTRS) apparatus. Each test apparatus is connected in
series with a vapour recovery flexible hose (9) connection between a delivery tanker
(2) and a vapour return line (8) of the stage 1B vapour recovery system. Depending
on the test, the vapour recovery path (9) may be closed or connected. That is, the
vapour recovery system may be operational or inactive. Each apparatus comprises a
first test piece (11), one end of the first test piece (11) being connected via a
first fixed or flexible double female connector (13) to the petrol delivery tanker
(2) and the other end of the first test piece (11) being connected to one end the
vapour recovery flexible hose (9). The other end of the vapour recovery flexible hose
(9) being connected to one end of a second test piece (12), the other end of the second
test piece (12) being connected via a second fixed or flexible double female connector
(13, 14) to the vapour return line (8) of the stage 1B vapour recovery system (1).
Each distinct test comprises varied combinations and set up of additional different
components, which are described below:
[0062] Figure 2 shows a vacuum capacity test apparatus (15) for conducting tests before
commencement of a petrol delivery while the vapour recovery path (9) is closed. The
vacuum capacity test apparatus (15) also comprises a bypass venturi (17) coupled with
a gas mover, the bypass venturi (17) being connected via hose connections (18) to
the first test piece (11) and the second test piece (12) and a manometer (16), the
manometer (16) being connected to the first test piece (11) and the second test piece
(12). The vacuum capacity test apparatus (15) enables measurement of truck side vacuum
capacity and site side vacuum capacity before start of petrol delivery from pressure
readings on the manometer (16).
[0063] Figure 3 shows a pressure gradient test apparatus (19) with the vapour recovery path
(9) connected. The apparatus (19) also comprises a pressure relief tee (20) being
connected to the first and second test pieces (11, 12) via hose connections (21),
the pressure relief tee (20) also being coupled to a temporary vent riser. The manometer
(16) is connected to the first and second test pieces (11, 12). The apparatus (19)
may be used to test the system while the vapour recovery path is open and under normal
delivery hose profile. The pressure or vacuum developed at the site side of a truck
VRL valve, not shown, can be measured from manometer readings. The pressure or vacuum
developed at the truck side of a site VRL valve can also be measured. Imbalances in
vapour transfer gradient may be detected by comparing pressure readings with a standard
vapour recovery system pressure gradient model. These imbalances indicate the necessary
pressure gradient interval tests to conduct, for example behind site VRL units or
under the PVV.
[0064] Excess pressures behind any suspected VRL blockages can also be detected using this
test apparatus (19).
[0065] Figure 4 shows a pressure gradient test apparatus (23) for testing vapour tightness
and measuring maximum back pressures. The apparatus (23) also comprises a pressure
relief tee (20) and a manometer (16) both being connected as shown in Figure 3. This
test is conducted under conditions where vapour recovery path (9) is closed for selected
delivery hose profiles. The truck vacuum with more than one petrol delivery hose (4)
connected can be measured. The site pressures with at least one petrol delivery hose
(4) connected can be measured. The site vapour tightness and vapour leak rates can
also be measured. The vapour tightness at truck VRL closure under pressure can be
determined. The vapour tightness at site VRL closure can be measured under pressure.
The maximum back pressures in excess of the set PVV relief pressure can also be measured.
[0066] Figure 5 shows a fill line test apparatus (24) for normal blow backs. The fill line
test apparatus (24) also comprises at least one petrol fill line (25) connected to
a fill cap monitoring manifold (27). A manometer (16) is connected to at least one
petrol fill line (25) via a fill cap access port (26). A pressure relief tee (20)
is coupled with a temporary vent riser (22), the pressure relief tee (20) being connected
across the first and second test pieces (11,12). The fill line test is conducted with
normal delivery hose (9) connected and vapour recovery operational. This allows for
testing selected petrol fill lines (25) during normal delivery to other fills with
other delivery hoses not connected to these selected petrol fill lines. This provides
evidence of normally experienced blow backs.
[0067] It is also possible to conduct this test without disconnecting the delivery hose
from the selected petrol fill lines (25). The in line fill cap adaptor (described
below) allows the valve access port to be connected in line with the delivery hose
so that pressure readings can be taken while the delivery hose is connected. This
minimises the pressure disturbances in the system due to conducting the test.
[0068] Figure 6 shows a fill line test apparatus (28) for conducting tests for maximum blow
backs comprising at least one petrol fill line (25) connected via a fill cap access
port (26) to a fill cap monitoring manifold (27). The manometer (16) is attached to
the manifold (27) and the pressure relief tee (20) is coupled with the temporary vent
riser (22), the pressure relief tee being attached to the first and second test pieces
(11,12). The test must be conducted with at least one petrol delivery hose connected
and the vapour recovery system (1) not connected. This allows for testing selected
petrol fill lines (4) (at emergency pressure relief) of other fills with other delivery
hoses not connected. This test provides evidence of simulated worst case scenario
blow backs.
[0069] Figure 7 shows a pressure gradient test apparatus (29) for conducting tests upstream
of the site VRL termination valve while the vapour recovery process is operational
with the vapour recovery hose (9) connected. The apparatus (29) also comprises a VRL
access port (30) mounted behind the VRL termination valve unit, not shown. The pressure
relief tee (20) is coupled with the temporary vent riser (22), the pressure tee (20)
also being connected to the first and second test pieces (11,12). The manometer (16)
is connected via access ports to the first test piece (11) and the second test piece
(12) and via the VRL access port (30) to the VRL termination valve unit. This allows
for testing, as required, due to concerns regarding imbalances in the vapour recovery
system. The test also measures the pressure interval at the site side of the site
VRL termination valve unit.
[0070] Figure 8 shows a pressure gradient test apparatus (31) for measuring the PVV pressure
interval while the vapour recovery process is operational with the vapour recovery
hose (9) connected. The apparatus (31) also comprises a PVV access port (33) connected
under the existing PVV (10) of the vapour recovery system. The pressure relief tee
(20) is coupled with the temporary vent riser (22), the pressure tee (20) being connected
to the first and second test pieces (11,12). The manometer (16) is connected via access
ports to the first test piece (11), the second test piece (12) and the PVV (10). The
manometer (16) is connected to the PVV (10) via the PVV access port (33). The apparatus
(31) allows for testing when required as a result of concerns about imbalances in
vapour transfer. The test measures the pressure interval at the vent manifold (7)
just below the PVV (10) .
[0071] Figure 9 shows a pressure gradient test apparatus (34) for testing the pressure gradient
in the tank ullage space while the vapour recovery process is operational. The apparatus
(34) also comprises a tank lid access port (35), the tank lid access port (35) being
coupled to the underground tank lid. The pressure relief tee (20) is coupled with
the temporary vent riser (22). The pressure relief tee (20) is also connected to the
first and second test pieces (11,12). The manometer (16) is connected, via access
ports, to the first test piece (11), the second test piece (12) and the tank ullage
space of the underground storage tank (3). This allows for testing where there are
concerns about imbalances in vapour transfer. The test measures the pressure developed
in underground storage tank (3) ullage spaces.
[0072] Figures 10 to 20 show detailed schematics of components of the 1BPTRS apparatus.
[0073] Figure 10 shows a fixed double female connector (13,14) comprising two different
sized female connectors (36,37), the female connectors (36,37) being attached to each
other. The spigots (40,41) control the displacement of the valves in the tank VRL
and the site VRL and can force the valves open to enable fluid pass through the connector
(13,14) during vapour recovery.
[0074] Figure 11 shows a flexible double female connector (13,14) comprising two different
sized female connectors (36,37), the female connectors (36,37) being attached at each
end of a hose (42). The spring loaded valve opening spigots (40, 41) operate in the
same manner as those in Figure 10 to force open the tank VRL and site VRL valves to
enable fluid to pass through the connector (13, 14) during vapour recovery.
[0075] Figure 12 shows a test piece (11,12) comprising a full bore ball valve (43), two
access ports (44,45) attached at opposite sides to the full bore ball valve (43) and
two differently sized male connectors (46,47) connected at polar ends of the test
piece (11,12) to each of the access ports (44,45).
[0076] Figure 13 shows a fill cap adaptor (48) comprising a valve access port (49).
[0077] Figure 32 shows an in line fill cap adaptor (70) having a valve access port (71),
a sensing arm (72), a cylindrical body (73), an input coupling (74) and an output
coupling (75). The input coupling (74) is shaped to receive to an end of the delivery
hose. The output coupling (75) is shaped to be attachable to the fill cap. The sensing
arm (72) is attached at right angles to the cylindrical body (73) and the valve access
port (71) is connected to an end of the sensing arm (72) remote from the cylindrical
body (73). Pressures in the sensing arm (72) can be measured while the delivery hose
is connected to the fill cap via the in line fill cap adaptor (70).
[0078] In line fill cap adaptors (70) can be used in the fill line test apparatus (24) shown
in Figure 5 by connecting the in line fill cap adaptors (70) to the end of the delivery
hose before the delivery commences.
[0079] Figure 14 shows a fill cap monitoring manifold (27) comprising a pipe (50), five
fill caps (51) connected to the pipe (50), five fill cap valves (52) isolating each
of the five fill caps (51) from the pipe (50), a monometer port (53) connected to
the pipe (50) and a monometer isolation valve (54) isolating the manometer port (53)
from the pipe (50). The fill cap monitoring manifold (27) enables measurement of pressure
readings for individual fill caps or total pressure if any combination of fill caps.
[0080] Figure 15 shows an apparatus comprising a pressure relief tee (20) connected to two
hoses (21), one end of each hose (21) is connected to the pressure relief tee (20)
by an isolating valve (55) and the other end of each hose (21) is connected to a test
piece access port (56). A temporary vent riser (22) is connected to the pressure relief
tee (20) by an instantaneous coupling and a standard vent cap (57) is attached to
the top of the temporary vent riser (22) .
[0081] Figure 16 shows an apparatus comprising a bypass venturi (17), an instantaneous coupling
to a gas mover being attached to the base of the bypass venturi (17) and two hose
connections (18), the hose connections (18) being attached at one end to the bypass
venturi (17) and being attached at the other end to test piece access ports (58).
[0082] Figure 17 shows a vapour recovery line (VRL) access port (30) comprising a valve
access (59) to a VRL. The VRL access port (30) is temporarily installed on an end
of the VRL (51) behind the VRL termination valve unit.
[0083] Figure 18 shows a PVV access port (33) comprising a valve access to a pressure monitor,
the PVV access port (33) being temporarily installed on top of a vent manifold riser
(60) and under the PVV (10).
[0084] Figure 19 shows a tank lid access port (35) comprising a valve (61), the tank lid
access port (35) being temporarily connected as a replacement bung (62) for an existing
bung.
[0085] Figure 20 shows a vapour recovery system (1) comprising first and second tanks (3),
the first tank (3) is being loaded with petrol from the truck (2). The vents (6) of
the first and second tanks (3) are connected to the manifold (7) and the vent manifold
(7) is connected to a pressure vacuum valve (10). A fill cap (48a) of each tank (3)
is open. As shown by the arrows, vapours are being emitted from the second tank (3)
under pressure. The tanks (3) are situated underground and the fill caps (48a) are
located at low levels. Therefore, the build up of pressure can result in blow backs
causing substantial volumes of petrol vapour to be emitted from the fill caps (48a)
at low levels where vapours do not disperse to the extent as petrol vapour emitted
at high levels.
[0086] Figure 21 shows a free vent (65) and illustrates vapour emissions before vapour recovery
system conversion. Before vapour recovery is activated there is free venting. Small
volumes of vapour emissions are emitted from the free vent (65) at atmospheric pressure.
Figure 22 shows a PVV (10) and illustrates vapour emissions after vapour recovery
system conversion. Large volumes of vapour may be emitted from the PVV (10) under
emergency pressure relief. Figures 21 and 22 illustrate the need to revise hazard
zone limits upward based on the possible emissions of vapours before and after the
vapour recovery system conversion.
[0087] Figure 23 shows a fill cap (48a) which is just open. Pre-vapour recovery system conversion,
small volumes of vapour could leak from the open fill cap (48a) at atmospheric pressure.
Figure 24 shows a fill cap (48a) which is just open. Post-vapour recovery system conversion,
large volumes of vapour are emitted under pressure from the open fill cap (48a) caused
by blow backs. Figures 23 and 24 illustrate that there is a minimised hazard zone
around the fill cap (48a) pre vapour recovery. The hazard zone limit must be increased
during the vapour recovery process after vapour recovery system conversion due to
the risk of vapour leaks from blow backs.
[0088] Figure 25 shows a tank (3), an open fill riser (66) and a PVV (10). The pressure
in the tank (3) is around 35mb to 40mb which can support around 450mm to 500mm product.
The height of the fill riser above ground level, known as the critical depth (68),
is 600mm and the height of the product (69) is contained in the fill riser (66) with
satisfactory critical depth (68).
[0089] Figure 26 shows the same apparatus as figure 25 with the distinction that the critical
depth is only 300mm. The pressure in the tank (3) is around 35mb to 40mb, as before.
The product is not contained in the fill riser (66) and product spills from the top
of the fill riser (66). The critical depth (68) is clearly inadequate.
[0090] Figure 27 shows a vapour recovery system (1) comprising three tanks (3). Each tank
(3) is being loaded with product at rates of 1000 l/min, 800 l/min and 700 l/min respectively
as shown by the flow paths (4). Each tank (3) is attached to a common venting manifold
(7) where emergency venting relief is provided by a pressure vacuum valve (10). In
this case, there is a blockage, as indicated by the marking "X", in the vapour return
line (8) which means that pressure may increase above the usual maximum system pressure
of 35mb to 40mb. In this case, the emergency venting relief pressure will be inadequate
to deal with these excess pressures and there will be a build up of back pressure
which may lead to petrol spills.
[0091] Figure 28 and 29 show tanks (3), each tank (3) comprises a fill riser (66) and a
pressure vacuum valve (10). The critical depth (68) in each fill riser (66) is approximately
700mm. In Figure 28, there is no back pressure built up and the maximum system pressure
remains around 35mb to 40mb which supports approximately 500mm of product. The critical
depth (68) is satisfactory since product is contained in the fill riser (66). In Figure
29 there is 20mb back pressure built up in the vent manifold riser (60) and the maximum
system pressure rises to around 50mb to 60mb in the tank (3) supporting a height of
product (69) of approximately 800mm. This causes petrol to spill from the top of the
fill riser (66). The critical depth (68) is unsatisfactory since the maximum system
pressure with the addition of back pressures has exceeded the maximum allowable system
pressure.
[0092] Figures 30 and 31 show fill risers (66), each fill riser (66) having an open fill
cap (48a) and vapour being emitted from each fill riser (66). These figures illustrate
the need to revise hazard zone boundaries around fill points to accommodate vapour
leaks or spills when vapour recovery is operational. In Figure 30, the vapour recovery
process is not operational and small volumes of vapour may leak from the fill riser
(66) at atmospheric pressure. In Figure 31, the vapour recovery process is complete
and on opening the fill cap (48a), large volumes of petrol may spill under pressure
from the top of the fill riser (66). These petrol spills are caused by a build up
of back pressure.
The Test Method
[0093] This test method is a Stage 1B vapour recovery system test method using the Stage
1B pressure based test rig set (1BPTRS) apparatus. The test method targets the monitoring
of various pressure parameters of, so called, Stage 1B vapour recovery systems. These
pressure parameters are targeted along the developed pressure gradient which drives
the transfer of vapours in the Stage 1B vapour recovery system. The 1BPTRS apparatus
is used in any actual/live or simulated dynamic test. The test method allows for measuring
particular pressure parameters so as to identify compliance fits or highlight non-compliance
anomalies.
[0094] The test method establishes whether correct vapour balancing is in place. This involves
checking for back pressures (caused by system returned petrol vapour flow path induced
defects or blockages) and checking for back pressures (caused by system returned petrol
vapour flow paths due to intrinsic defects or line resistance). The test ensures that
the vapour recovery system is of satisfactory vapour tightness by checking for blow
backs at fill caps (48a) and checking for system element petrol vapour leaks. The
test identifies any significant fire and explosion hazards associated with the installation
and operation of stage 1B vapour recovery systems at petrol filling stations as required
by Safety at Work Regulations as per EU Directive 99/92/EC. This includes checking
for petrol vapour leaks particularly leaks at fill caps (48a) caused by blow backs
and checking for petrol liquid spills, in particular, spills at fill caps (48a) caused
by back pressures.
[0095] A Stage 1B vapour recovery system (1) at a petrol filling station is used when a
petrol liquid delivery is made from the compartments (5) of a delivery tanker (2)
to the site tanks (3) and the petrol vapours in the site tanks (3) are returned back
through the Stage 1B vapour recovery system (1) to the tanker compartments or truck
pots (5). The test is conducted as part of a normal petrol delivery or a petrol and
diesel delivery from a tanker (2) to the site, since petrol vapours are recovered
via a properly functioning Stage 1B vapour recovery system (1) as part of these deliveries.
[0096] The test method is a dynamic pressure test as opposed to a static pressure test since
it is conducted during a live petrol liquid delivery and petrol vapour return situation
with petrol liquid flowing from the tanker (2) to the site and petrol vapours flowing
from the site to the tanker (2). A dynamic pressure test allows for site particular
characteristics of the Stage 1B Vapour Recovery System (1) to be tested during operation.
[0097] The 1BPTRS test rig elements are connected at specific intervals along the normal
vapour recovery flow path and pressures at various points and across specific intervals
are measured.
[0098] The 1BPTRS test rig and the test method are designed as a pressure based test means
as opposed to any flow based test means. Thus the prerequisite attribute of presenting
negligible interference with the normal site particular petrol vapour flow paths to
expressly avoid introducing any flow constrictions, which could cause pressure drops,
facilitate back pressures etc. These flow constrictions can interfere with normal
site particular vapour balancing and vapour tightness characteristics etc. The vapour
recovery flow path should be via a "closed system" except for emergency pressure or
vacuum relief openings (10). These openings (10) can dissipate pressures or vacuums
when malfunctions occur in the vapour recovery system (1). For example, when a blockage
interrupts the free flow of returning vapours and induces excess pressure and/or vacuums
in the vapour recovery system (1).
[0099] When the vapour recovery system (1) is operational during a delivery, petrol liquid
is discharged under gravity flow from the tanker compartments (5). The ullage space
of each tanker compartment (5) is fitted with a tank topside pressure vacuum valve
(PVV). Each tanker compartment (5) is also connected to a topside common manifold,
known as coaming, via isolating valves which are interconnected with the bottom side
petrol liquid discharge valves, known as footvalves. The coaming is connected to a
vapour return port adjacent to the petrol liquid discharge ports on the middle/near
side of the tanker (3). When the footvalve of any pot (5) is opened, the ullage space
isolating valve also opens providing a connection to the coaming and tanker vapour
return port. As petrol liquid drops out of the tanker pots (5) via open footvalves,
a vacuum develops in the ullage spaces of these pots (5) and extends into the tanker
side vapour recovery line (VRL) (5) via the coaming and the tanker vapour return port.
[0100] At the same time pressures develop in the ullage spaces in the site underground storage
tanks (3). The pressure rise in the underground tanks (3) "pushes" petrol vapours
back along the tank vents (6), into the vent manifold (7), along the site fixed VRL
(8) into the flexible vapour recovery hose (9) connected between the site fixed vapour
return line (8) and the tanker vapour return port, up into the coaming and then back
into ullage spaces of the pots (5) from which petrol has been dropped. The vacuum
developed in these same tanker pots (5) "pulls" the returning petrol vapours back
through the same vapour flow path where the vapours replace the volumes of liquid
petrol, which has been dispatched.
[0101] During petrol liquid delivery there is a pressure gradient along the returned vapour
flow path. The following are the normal expected pressures developed across a routine
vapour recovery flow path. The vacuums in the tanker pots (5) will range from -15mb
at the start of the petrol liquid delivery and petrol vapour recovery operation to
0mb at the end. The site tank (3) pressures will range from a maximum of +15mb at
the start of the petrol liquid delivery and petrol vapour recovery operation to 0mb
at the end. Hence the total pressure gradient ranges from +15mb down to -15mb. Therefore
there exists a total system pressure differential range of approximately 30mb maximum
across the complete Stage 1B Vapour Recovery System (1).
Pressure Differentials and Blockages
[0102] If a partial blockage exists or is introduced into the stage 1B vapour recovery system
(1), increased resistance to the vapour flows results, which is identified as a sudden
pressure drop across the blockage interval. The total system pressure differential
then needs to increase by the amount of the resistance pressure drop to contend with
this resistance.
[0103] The following are examples of blockage induced pressure drops:
| Pressure Drop |
Effect On Total System Pressure Differentials |
| 15mb slight blockage |
need to increase by this amount i.e. from 30mb to 45mb |
[0104] For a slight blockage the tanker pot (5) vacuums tend if possible to exceed -20mb
but these vacuums cannot provide in excess of this amount of "pull" so the site tank
(3) pressures need to provide the equivalent extra "push" of up to approximately 25mb,
allowing the site pressure vacuum valve (PVV) (10) to remain closed at a pressure
interval of approximately 15mb.
| Pressure Drop |
Effect On Total System Pressure Differentials |
| 35mb serious blockage |
need to increase by this amount i.e. from 30mb to 65mb |
[0105] For a serious blockage the tanker pot (5) vacuums tend to exceed -20mb but the tanker
pot (5) vacuums cannot provide in excess of this amount of "pull" so the site tank
(3) pressures need to provide the equivalent extra "push" of, up to approximately
45mb, which may or may not allow the site pressure vacuum valve (PVV) to remain closed
at a pressure interval of approximately 35mb. This is a borderline example.
| Pressure Drop |
Effect On Total System Pressure Differentials |
| 50mb or more almost total blockage |
need to increase by this amount i.e. from 30mb to 80mb |
[0106] Where there is almost a total blockage, the tanker pot vacuums tend to exceed -20mb
but the tanker pot (5) vacuums cannot provide in excess of this amount of "pull" so
the site tank (3) pressures must provide the equivalent extra "push" of up to 60mb,
requiring the site pressure vacuum valve (PVV) (10) to open at a pressure interval
of tending to approximately 50mb but, in effect, the pressure interval is closer to
approximately 40mb with the site PVV (10) fully opened at its set pressure of 35mb.
Pressure venting relief and Back pressures
[0107] The site PVV (10) must relieve a total volume of vapours at a rate equal to the rate
of petrol liquid delivered. If the PVV (10) can achieve this effect, the maximum site
tank pressures are around 35mb to 45mb, the PVV (10) is open and there is no significant
back pressure build-up. If the PVV (10) cannot achieve this effect, the maximum site
tank pressures tend to rise to towards 100mb, the PVV (10) is open, but there is a
very substantial back pressure build-up of around 55mb to 65mb. This situation can
be described as a system intrinsic back pressure as opposed to a blockage induced
back pressure.
| In general back pressures |
Are a major concern / cause of Petrol vapour leaks / liquid spills |
| Blockage induced back pressures |
Can usually be identified and then eliminated |
| System intrinsic back pressures |
Are not so easily identified and therefore much more difficult, if not impossible,
to eliminate |
[0108] The following main defences can mitigate the impact of system intrinsic back pressures:
- Provision of extra emergency venting volume capacity i.e. installation of a second
PVV unit
where possible.
- Minimising flow rates i.e. restricting petrol liquid delivery hose (4) profiles-most
standard site PVV (10) unit installations can cope with a three hose profile, with
hose restrictions applied, this can be reduced to a two hose profile.
- Increasing critical depths (68) i.e. lowering tank maximum high level gauge alarm
settings to effectively curtail the volume of petrol liquid stored in the site tanks
(3). This measure increases the critical depth (68) and associated maximum allowable
system pressure to cope with any identified system intrinsic back pressures.
Test Method Target Pressure Parameters
[0109] The tests target certain pressure parameters:
| Pressure Parameter |
Relevant Pertinent Reason |
| Tanker PVV vacuum capacity @ approximately 20mb |
To confirm tanker "pulling" contribution to petrol vapour transfer from site tanks
to tanker pots |
| Site PVV vacuum capacity @ approximately 2mb |
To confirm emergency intake of air at site PVV when site tank ullage space pressure
drops below this level under heavy petrol dispensing into site customer vehicles between
tanker petrol liquid deliveries |
| Site PVV pressure capacity @ approximately 35mb |
To confirm emergency release of petrol vapour when site tank ullage space pressure
rises above this level during tanker petrol deliveries for any reason e.g. flow path
blockages (partial / complete) |
| Site vapour tightness (total system) @ total system pressure decays of less than 1mb
per minute with system pressure = 25mb |
To confirm that any one or any number of combined total system fugitive vapour emissions
do not render the total system return vapour flow path as not satisfactorily enclosed |
| Site vapour tightness (particular elements include fill lines, VRL valves, manhole
cover fittings etc. @ element pressure decays of less than 25mb / minute with system
pressure = 25mb or where a "leak" is identified |
To confirm that any one system element fugitive vapour emission does not render the
total system return vapour flow path as not satisfactorily enclosed or constitute
a leak - A " leak" is confirmed by a reading of 100% L.E.L. using an explosimeter
in accordance with established oil/gas industry procedures |
| Total system vapour balancing i.e. prevailing pressure gradients during a normal petrol/diesel
delivery to the site @ -15mb up to +15mb without Stage 2 vapour recovery active or
@ +5mb up to +35mb with Stage 2 vapour recovery active |
To confirm a total differential pressure between the tanker pots and the site tanks
of approximately 30mb to help "pull" and "push" Petrol vapour transfer indicating
correct vapour balancing and To confirm the absence of any pressure gradient imbalances
which may indicate possible vapour flow path blockages |
[0110] Some petrol pumps have Stage 2 vapour recovery installed where the vapours emitted
at the petrol pumps while petrol is being extracted are returned to the tank under
pressure. Stage 2 vapour recovery is active in these pumps while cars or other vehicles
refuelling. Vapour emissions are captured at the petrol dispenser nozzles and returned
to the ullage spaces of underground tanks on site. Typically, the Stage 2 vapour recovery
increases prevailing pressure gradients in the system during Stage 1B vapour balancing.
Therefore, the theoretical or normal pressure values of the system where Stage 2 vapour
recovery is active vary compared to where it is not installed and/or active. The test
method can be conducted when Stage 2 vapour recovery is installed and/or active. However
the theoretical or normal pressures will vary from the model where Stage 2 vapour
recovery is not active.
Test Method Procedure
[0111] An example of the test method procedure is as follows:
1. Check whether Stage 1B vapour recovery is active or not.
2. Check whether Stage 2 vapour recovery is active or not.
3. Prepare test method statement.
4. Prepare test risk assessment.
5. Obtain test work clearance permit etc.
6. Obtain necessary authorisation to conduct work.
7. Obtain tank gauge report to check tank (3) contents, temperatures etc.
8. Note any anomalies on tank gauge reports.
9. Note number of petrol tanks (3) and diesel tanks (3) .
10. Check for corresponding petrol and diesel tank fill line caps (48a) and diesel
tank fill line caps (48a).
11. Check the corresponding petrol and diesel tank vents (6).
12.Note number of vents (6) connected into petrol vent manifold (7) and the level
of the petrol tank vent manifold (7). The manifold is classified as high level if
it is greater then four meters above ground level and low level if it is less then
one meter above ground level.
13.Check information signs to confirm the installation of overfill prevention valves
in conjunction with presence of a low level petrol tank vent manifold (7) and check
that the overfill prevention valve type is vapour recovery compliant.
14. Check the location of petrol tank lid access manholes.
15. Set out cones to flag hazard areas in accordance with Hazard Zone Classification
and check individual petrol tank lid access manholes for vapour accumulations (indicative
of leaks).
16. Test for the presence of pre-test petrol vapours in each petrol tank lid access
manhole. Note any Lower Explosive Limit (LEL) readings on explosimeter in order to
conduct comparisons.
17. Clear any traces of petrol vapours found in petrol tank lid access manholes by
venting or other appropriate means.
18. Measure the height difference between highest tank lid and its fill cap opening.
This is the critical depth and should be greater then 500mm.
19. Calculate corresponding pressure required to lift petrol liquid by this height.
This is the site particular Maximum Allowable System Pressure and should be greater
than 40mb.
20. Set out test rig parts in preparation for arrival of delivery tanker (2). Connect
the double female connectors (13,14) to the test pieces (11,12) and close all test
rig element valves.
21. When the delivery tanker (2) arrives, the truck driver is to be notified of possible
delays with delivery due to requirement to start and/or stop hose drops to facilitate
conducting tests.
22. Connect the double female connectors (13,14) directly to the site vapour recovery
line (VRL) valve and the tanker VRL valve.
23. The vapour recovery hose (9) is connected at each end to the test pieces (11,12).
24. Connect the bypass venturi (17) between the tanker side and the side of the test
pieces isolating full bore ball valves (43).
25. "Pull" vacuum (using venturi (17)) from tanker (2) to site to determine tanker
pressure vacuum valve (PVV) vacuum capacity. This should be approximately 20mb.
26. Pull vacuum from site to tanker (2) to show site PVV vacuum capacity. The site
PVV vacuum capacity should be 2mb.
27. Remove bypass venturi (17).
28. Replace bypass venturi (17) with a pressure relief tee (20) and temporary vent
(22). This apparatus is used only if excess vacuums or pressures are noted during
the course of test procedures.
29. Connect delivery hoses (4) for a normal standard site particular delivery of,
say, 2 hose petrol and 1 hose diesel. The site particular delivery may be in accordance
with a delivery schedule agreed by the appropriate persons.
30. Run diesel hose only.
31. Check for any excess pressure build up on the site side. There should be no pressure
build up (w.r.t. atmospheric pressure) at the site side to confirm that diesel vent
is separate from the petrol vent manifold (7) i.e. the diesel vent is not connected
to the petrol vent manifold (7).
32. Relieve any pressure variations from atmospheric pressure in either the tanker
pots (5) or the site tanks (3) using the pressure relief tee (20) and temporary vent
(22).
33. Note the tanker pots vacuum at zero and the site tanks pressure at zero.
34. Open the test piece full bore ball valves (43).
35. Run the standard site particular delivery of say 2 hose petrol/1 hose diesel with
vapour recovery active as per normal procedures.
36. Note the pressure prevailing at the tanker VRL valve. This should be approximately
―15mb vacuum.
37. Note the pressure prevailing at the site VRL valve. This should be approximately
-10mb vacuum.
38. These pressure readings confirm a normal pressure gradient for Stage 1B vapour
recovery - without Stage 2 vapour recovery active.
39. Note that if pressure readings deviate substantially from a standard pressure
gradient model intermediate pressure gradient tests may be required. For example pressures
behind site VRL valve, under pressure vacuum valve (PVV) (10) or at tank lids may
be read, as required, by way of a separate follow up retest.
40. If required install VRL access port (30) and check the pressure differential across
site flame arrestor between the test piece (12) and the VRL access (30). A pressure
differential in excess of around 5mb indicates that the site flame arrestor needs
to be serviced or replaced.
41. If required, install a PVV access port (33) and check the pressure differential
across site VRL pipe (51) length from vent manifold (7) to termination unit between
the PVV access (33) and VRL access (30). An excess of greater than 5mb indicates that
there is a blockage in this pipe length which needs to be cleared.
42. If required, install tank lid access port (61) on any selected tank (3) and check
pressure differential across the vent pipe (6) of the selected tank (3) to the vent
manifold (7) between the tank lid access port and the PVV access port (33). A pressure
excess of greater than 10mb indicates that there may be a blockage in this vent pipe
(6), which must be cleared, or that the vent pipe diameter is too small and a larger
diameter vent pipe (6) must be installed.
43. Monitor the pressures in the system as the petrol delivery or petrol and diesel
delivery proceeds.
The pressure vacuum levels in the system should be gradually dissipating towards 0mb.
44. Allow all hoses to fully discharge to empty their respective tanker pots (5).
45. Note the final pressures at the tanker VRL valve and site VRL valve. These pressures
should be close to 0mb. These intervals may be pressurised if air has been drawn in
along the return vapour flow path indicating that there is a possible leak.
46. Close test piece full bore ball valves (43).
47. Connect 1 No fill cap adaptor to 1 No petrol fill cap selected to receive petrol.
48. Connect delivery hose (4) to new petrol tanker pot (5) and site tank (3). The
delivery schedule may be agreed with appropriate persons.
49. Run one petrol hose only with no vapour recovery active.
50. Measure pressure rise on site side towards emergency relief pressure value.
51. Note pressure at which site PVV (10) cracks. This should be normally approximately
35mb +/- 20%, that is, between 28mb and 42mb.
52. Stop petrol delivery.
53. Note pressure at which site PVV (10) sticks closed. This should be within 5mb
of cracking value of the PVV (10) and is normally approximately 30mb.
54. Open site side test piece full bore ball valve (43) and charge up tanker vapour
recovery hose (9) to site side trapped system pressure.
55. Close site side test piece full bore ball valve (43).
56. Break site side test rig connector to site VRL valve, which should close tight.
57. Break tanker side test rig connector to tanker VRL valve, which should close tight.
58. Test isolated tanker vapour recovery hose (9) for vapour tightness, pressure decays
and leaks.
59. Remake tanker side test rig connector to tanker VRL valve, which should now open.
60. Remake site side test rig connector to site VRL valve, which should now open.
61. Reduce site side trapped pressure via the pressure relief tee (20) and the temporary
vent (2) to approximately 25mb.
62. Measure the site vapour tightness or the total system pressure decay. This should
be less than 1mb in 1 minute at 25mb trapped pressure. The borderline or worst case
acceptable to pass is where it is less than 5mb in 5 minutes.
63. Connect up fill cap adaptors (48), access ports on these fill cap adaptors (48)
and access port on connected fill cap adaptor to the fill cap manifold (27).
64. Check for vapour tightness of fill line internals to identify any blow backs under
maximum working pressure, which now prevails with site side trapped pressure of 25mb.
This should be less than 25mb rise in 1 min.
65. Break site side test rig connector (12) to site VRL valve, the VRL valve should
close tight.
66. Check for vapour tightness of the closed VRL valve using an explosimeter to identify
any leaks under normal maximum contrived working pressure, which now prevails with
site side trapped pressure of 25mb.
67. Remake site side test rig connector (12) to site VRL valve, which should now open.
68. Connect a second delivery hose (4) on another new tanker pot (5) and site tank
(3). This may be in accordance with an agreed delivery schedule.
69. Run two petrol hoses only with no vapour recovery active.
70. Measure pressure rise at the site side towards emergency relief value.
71. Note pressure at which site PVV (10) cracks, as before. Normally this pressure
should be at approximately 35mb +/- 20%, that is, between 28mb and 42mb.
72. Note any pressure rise in site side trapped pressure above the PVV cracking pressure.
Record any access pressure increment above the PVV cracking pressure as the site particular
system back pressure, while the two petrol hoses are running.
73. Compare this maximum developed system pressure (i.e. PVV cracking pressure and
back pressure) against the site particular maximum allowable system pressure as determined
by the site particular critical depth. This two hose maximum developed system pressure
should be less than maximum allowable system pressure, otherwise petrol deliveries
must be restricted to one hose at a time. One criterion for determining where two
hose delivery is satisfactory is where maximum system pressure is less than maximum
allowable system pressure throughout vapour recovery.
74. If two hose delivery is satisfactory, proceed to test three hose delivery.
75. Connect a third delivery hose on another new tanker pot and site tank. The delivery
schedule may be agreed with appropriate persons.
76. Run the three petrol hoses only with no vapour recovery operational.
77. Measure pressure rise on the site side towards emergency relief value.
78. Note pressure at which site PVV cracks, as before. Normally this should be approximately
35MB +/- 20%, that is, between 28mb and 42mb.
79. Note any pressure rise in site side trapped pressure above the PVV cracking pressure.
Record any access pressure increment above the PVV cracking pressure as the site particular
system back pressure, for three hoses running.
80. Compare the maximum developed system pressure, (i.e. the PVV cracking pressure
+ back pressure), against the site particular maximum allowable system pressure, as
determined by the site particular critical depth (68). The three hose maximum developed
system pressure should be less than the maximum allowable system pressure otherwise
petrol deliveries must be restricted to two hoses at a time.
81. With maximum developed system pressure, open truck side test piece full bore ball
valve and note the closure of any open pressure vacuum valve(s).
82. Note the pressure prevailing at the tanker VRL valve. This should be approximately
+5mb.
83. Note the pressure prevailing at the site VRL valve. This should be approximately
+10mb.
Note: These pressure readings at the tanker and site VRL valves confirm a worst case
inflated pressure gradient for Stage 1B vapour recovery - with Stage 2 vapour recovery
active.
84. Check full bore ball valves (43) are open on both test pieces (11,12).
85. Allow completion of delivery. This may be in accordance with the agreed delivery
schedule.
86. Disconnect all delivery hoses (4) on completion.
87. Close all valves on test rig equipment.
88. Disconnect tanker vapour recovery hose (6).
89. Disconnect tanker side test rig equipment.
90. Await departure of delivery tanker (2) from site.
91. Check residual pressure in the site side system.
92. Monitor pressure drops in the site side system as petrol liquid is dispensed into
site customer vehicles.
93. Conduct a re check of the site PVV vacuum capacity to ensure that the site side
system is in the same condition as before commencement of test. This should be approximately
2mb vacuum.
94. Disconnect site side test rig equipment.
95. Fix site VRL locking cap and snap locked.
96. Confirm prominent display of all required warning signs.
97. Confirm presence of site VRL drain port, if required.
98. Purge all test rig equipment of any residual trapped petrol vapours using site
air line.
99. Set out cones in accordance with hazard zone boundaries and check petrol tank
lid access manholes one at a time.
100. Test for the presence of post test petrol vapours in each of the petrol tank
lid access manholes. Note any Lower Explosive Limit (LEL) readings on explosimeter
against pre-test readings.
101. Note any instances where readings are greater than 100% LEL. This confirms that
there are vapour leaks from site tank manhole cover fittings, which need to be eliminated.
102. Clear any traces of petrol vapours found in petrol tank lid access manholes.
103. Obtain tank gauge report to check tank's (3) contents, temperatures etc. Note
any anomalies on tank gauge reports.
104. Report site vapour recovery system is in the same condition as before commencement
of the tests.
105. Write up all test log notes.
106. Complete work task end paperwork.
107. Report - no accidents.
The Vapour Recovery System Explosive Atmospheres (VRSEA) Risk Assessment Method
[0112] The VRSEA risk assessment method accounts for potential hazards and associated risks
of stage 1B vapour recovery systems. These hazards and risks are identified by determination
of general pressure parameters using the 1BPTRS apparatus to carry out the test method.
The VRSEA risk assessment reports on these hazards and risks through analysis and
interpretation of these pressure parameters. This risk assessment report, as required
by ATEX regulations, is to be included in the explosion protection document (EPD).
[0113] The explosion protection document (EPD) must contain:
- Description of the workplace, work area, work task and substances likely to form an
explosive atmosphere.
- An explosion hazard determination and risk assessment.
- Conditions for associated prevention and mitigation measures.
- A relevant zoning plan based on the likely occurrences of explosive atmospheres.
- Verification of electrical equipment versus zone certification.
- Statement of management control and line responsibilities.
- Confirmation of adequate training of relevant persons.
- Directions regarding a permit to operate system for workers involved in maintenance,
repairs and installation tasks.
- Clear instructions on emergency actions.
- Confirmation of provision of explosion warning signs.
[0114] Where a stage 1B vapour recovery system is installed at a petrol filling station
a significant proportion of the preparation of the EPD is concerned with ongoing issues,
such as, the proper installation and functioning of the vapour recovery system and
related new safety hazard and associated safety risk issues. Another element of the
EPD is concerned with more intermittent maintenance, repair, and installation issues.
These include the possibility of petrol spills vapour leaks from:
- Underground petrol tanks (3);
- Petrol supply lines from underground tanks (3) to dispensers; and
- Petrol dispenser housings and petrol dispenser use.
[0115] The required EPD is the responsibility of the petrol filling station local authority
licensed operator whether this is the site owner or the site management contractor.
This responsibility should be delegated to a person who is competent, has appropriate
qualifications and experience and possesses adequate professional indemnity insurance
to underwrite liabilities to the site or local authority.
| Standard appendix For explosion protection document At petrol filling stations With
stage 1B vapour recovery systems |
| No. |
Item |
Details |
| A |
Name |
Pitstop Filling station |
| |
Address |
Junction 99 on M 100 |
| |
Work area |
Installation / operation Vapour Recovery System (VRS) |
| |
Work task |
Statutory testing of VRS plus associated risk assessment of VRS |
| |
Potential Explosive substances |
Petrol vapours in air mixtures |
| B |
Explosion Hazard determination |
Refer to VRSEA risk assessment |
| |
Explosion Risk assessment |
Refer to VRSEA risk assessment |
| C |
Prevention measures |
Refer to VRSEA risk assessment |
| |
Mitigation measures |
Refer to VRSEA risk assessment |
| D |
Zoning plan / electrics |
Refer to VRSEA risk assessment |
| E |
Zoning electrics |
Refer to VRSEA risk |
| |
|
assessment |
| F |
Management control |
Refer to VRSEA risk assessment |
| G |
Training |
Refer to site manager /operating manual |
| H |
Permits to work |
Refer to site manager / operating manual |
| I |
Emergency procedures |
Refer to VRSEA risk assessment |
| J |
Warning signs |
Refer to VRSEA risk assessment |
| Prepared by |
Michel O'Kane |
| Competence qualifications |
Chartered engineer |
| Insurance cover / reference |
As may be required |
[0116] The main safety issues of concern regarding stage 1B vapour recovery systems are
those likely to allow formation of an explosive atmosphere. The explosive atmosphere
may form as a result of a vapour leak and/or a petrol spill.
[0117] EU directive 99/92/EC - primarily requires:
- Determination and identification of prevalent hazards.
- Assessment of potential risks to workers and the public.
[0118] In the case of a petrol filling station stage 1B vapour recovery system, the hazards
are determined by a relevant focused inspection and test procedure. This procedure
is conducted as part of a normal petrol and/or diesel transfer from a delivery tanker
(2) to the site underground tanks (3).
[0119] The inspection and test allows for determination of a profile of any target concerns.
The determined results and identified concerns are capable of being assessed as to
their potential risk of facilitating the development of explosive atmospheres. Since
fires and explosions are caused by the presence of an explosive atmosphere, situations
where explosive atmospheres can arise must form part of the profile of target concerns.
The possibility of vapour leaks and petrol spills facilitating the development of
explosive atmospheres must also be considered.
[0120] The method for analysing and interpreting the vapour recovery system inspection and
test results is referred to as the vapour recovery system explosive atmospheres (VRSEA)
risk assessment method.
[0121] The revised criteria for stage 1B vapour recovery system risk assessment under EU
ATEX directive and all member state regulations requires petrol filling station operators
and regulators to pay substantial attention to hazard identification and reviews of
associated risk assessment methods.
[0122] Vapour tightness means that the system must be free of vapour escape paths, which
may leak when working pressures are applied. A leak is an emission of vapour from
a vapour escape path and may be identified as being potentially explosive. Sometimes
leaks cannot be clearly identified in which case pressure decay rates must be examined.
[0123] In order to satisfy vapour tightness criteria, pressure decay rates at 25mb working
pressure which are:
- Less than 1.0mb over 1 min are defined safe passes
- Less than 5.0mb over 5 min are defined borderline passes
[0124] Pressure decay rates which exceed these levels will render a vapour recovery system
to be classified "not vapour tight". A stage 1B vapour recovery system which is classified
"not vapour tight" will facilitate fugitive vapour emissions from identified and unidentified
vapour escape paths. Some or all of these vapour emissions may be considered leaks.
If a stage 1B vapour recovery system is to be effective it must be vapour tight.
| Hazards And risks |
Vapour tightness |
| Test result |
Not vapour tight |
| Noted defect |
Vapour emission paths due to poor pipe joints etc |
| Hazards |
• Vapour leaks Especially at low levels from poor pipe joints etc. |
| Risks |
• Fires and explosions |
| Prevention |
Seal all identified vapour emission paths |
| Mitigation |
Review hazardous zone limits |
| |
Around identified vapour leaks |
| Zoning |
Classify surrounding area as increased hazard - Zone 1 |
| Zone equipment |
Use Zone 1 electrics in the surrounding area |
| Line responsibility |
1. Manager / competent person |
| |
2. Site operator |
| |
3. Site owner |
| Emergency action With serious leak |
1. Demarcate hazardous zone |
| |
2. Set out explosion warning signs |
| |
3. Instruct staff of hazard / risk |
| |
4. Keep public away from hazard |
| Notes to site |
Where |
| |
• Vapour leaks are identified / suspected |
| |
The ongoing response should entail |
| |
1. Being aware of emergency actions |
| |
2. Taking steps to mitigate impacts |
| |
3. Commissioning works to prevent causes |
[0125] Vapour balancing is the transfer of vapours between the underground site tanks (3)
and over ground truck compartments (5) driven by a pressure gradient. This pressure
gradient is developed from petrol flowing under gravity from the over ground tanker
(2) to the site underground tanks (3) in a closed system.
[0126] A vacuum situation is developed in the ullage spaces of the over ground truck compartments
(5) as they empty. This causes vapours to be pulled from the ullage spaces of the
underground site tanks (3). A pressure situation is developed in the ullage spaces
of the underground site tanks (3) as they fill with petrol causing vapours to be pushed
toward the ullage spaces of the over ground truck compartments (5) .
[0127] The over ground truck (2) system can hold vacuums down to approximately -20mb. With
satisfactory vapour balancing these will be typically of the order of ―15mb. The underground
site tanks (3) system can hold pressures of up to approximately +35mb. With satisfactory
vapour balancing these will typically be of the order of +15mb. The typical pressure
difference is between +15mb and -15mb and provides a driving force of 30mb to ensure
effective vapour transfer over an evenly balanced pressure gradient.
[0128] Where pressure gradients are not evenly balanced pressure surges occur and excess
pressure differences develop. Vapours are transferred in intermittent plugs and proper
even vapour balancing does not occur. This can cause vapour recovery system excess
pressure differences, which can lead to vapour leaks and/or petrol spills.
| Hazards And risks |
Vapour balancing |
| Test result |
Not vapour balanced |
| Noted defect |
Deficient tanker vacuum capacity leading to higher than normal site side tank pressures |
| Hazards |
• Vapour leaks |
| |
• Petrol spills (especially at low levels from open fill lines) |
| Risks |
• Fires and explosions |
| Prevention |
Ensure good tanker vacuum capacity |
| Mitigation |
Review hazardous zone limits around fill line caps |
| Zoning |
Classify surrounding area as increased hazard - Zone 1 |
| Equipment Line responsibility |
Use Zone 1 electrics |
| |
1. Manager / competent person |
| |
2. Truck driver |
| |
3. Truck / tanker owner |
| |
4. Petrol supply company |
| Emergency action |
1. Demarcate hazardous zone |
| |
2. Set out explosion warning signs |
| |
3. Instruct staff of hazard / risk |
| |
4. Keep public away from hazard |
| Notes to site |
Where |
| |
• Vapour leaks are identified / suspected |
| |
• There is increased potential for petrol spills to possibly occur |
| |
The ongoing response should entail |
| |
1. Being aware of emergency actions |
| |
2. Taking steps to mitigate impacts |
| |
3. Commissioning works to prevent causes |
[0129] Vapour return line blockages distort the typical pressure gradient and are caused
by trapped liquids such as water and/or petrol or a dirty flame arrestor.
[0130] Blockages result in excess pressures building in the underground site tanks (3),
requiring emergency pressure relief at the site PVV (10), and excess vacuums building
in the over ground truck compartments (5) requiring emergency vacuum relief at the
truck PVVs. There will be more vacuum venting than pressure venting and, as a result,
more air is sucked into the closed vapour recovery system at the truck side PVVs than
petrol vapours expelled from same system at the site side PVVs (10). At the end of
the petrol delivery and vapour recovery transfer operation the vapours contained across
the whole system are more likely to be in pressure. Typically the vapours are at pressures
up to +15mb.
[0131] It is recommended that to the following hose disconnection procedures be carefully
adhered to:
- Close truck faucets, footvalves and manifold vent valves.
- Disconnect all petrol hoses (4) from truck side then from site side.
- Disconnect site side of vapour recovery hose (9)-site VRL valve to close.
- Disconnect truck side of vapour recovery hose (9)-truck VRL valve to close.
- Replace VRL end cap and snap locked.
[0132] Blockages from trapped liquids in the vapour recovery line result in pressure surges
of intermittent plugs of vapours and entrained liquids with potential for static surcharges.
Blockages from dirty flame arrestors restrict flows. In this case the flows may be
steady but they must still be classified as "imbalanced", since normal balanced vapour
recovery is prevented.
[0133] Blockages of any type in the vapour return path can lead to vapour leaks and/or petrol
spills.
| Hazards and risks |
Vapour return line blockages |
| Test result |
Vapour return path pressure surges |
| Noted defect |
Partial petrol liquid / water plugs in vapour recovery line traps |
| Hazards |
• Vapour leaks |
| |
• Petrol spills Especially At low levels From open fill lines |
| Risks |
• Fires and explosions |
| Prevention |
Remove any petrol liquid / water trapped in vapour recovery line |
| Mitigation |
Review hazardous zone limits Around fill line caps |
| Zoning |
Classify surrounding area As increased hazard- Zone 1 |
| Equipment |
Use Zone 1 electrics |
| Line responsibility |
1. Manager / competent person |
| |
2. Site operator |
| |
3. Site owner |
| Emergency action |
1. Demarcate hazardous zone |
| |
2. Set out explosion warning signs |
| |
3. Instruct staff of hazard / risk |
| |
4. Keep public away from hazard |
| Notes to site |
Where |
| |
• Vapour leaks are identified / suspected |
| |
• There is increased potential for petrol spills to possibly occur |
| |
The ongoing response should entail: |
| |
1. Being aware of emergency actions |
| |
2. Taking steps to mitigate impacts |
| |
3. Commissioning works to prevent causes |
Overfill prevention valves are closure devices which are fitted into replacement tank
internals. They have been in widespread use prior to the advent of vapour recovery.
Primarily overfill prevention valves are used to prevent petrol overfills. When a
stage 1B vapour recovery system is commissioned pre vapour recovery system valves
may provide leak paths for petrol vapours.
[0134] These leak paths allow petrol vapours to be forced, under the system pressure, into
the fill line (25) of any tank (3), which is not being filled, adjacent to tanks (3),
which are currently being filled. The petrol vapours are then expelled under pressure
from open fill caps (48a) or the vapours can force fill caps (48a) off when the caps
(48a) are being routinely opened. Later generation (or vapour recovery) overfill prevention
valves are fabricated and installed to withstand vapour recovery system pressures.
With an active stage 1B vapour recovery system, overfill prevention valves should
be vapour recovery compliant. Defective overfill prevention valves can cause vapour
leaks from fill line caps (48a). These leaks are known as blow backs.
| Hazards and risks |
Overfill prevention valves |
| Test result |
Not vapour recovery compliant or Vapour recovery compliant but not properly installed |
| Noted defect |
Blow back of petrol vapours from relevant open fill line |
| Hazards |
• Vapour leaks Especially at low levels from open fill lines |
| Risks |
• Fires and explosions |
| Prevention |
Replace / reinstall / retest Overfill prevention valves as vapour tight |
| Mitigation |
Review hazardous zone limits Around fill line caps |
| Zoning |
Classify surrounding area as increased hazard - Zone 1 |
| Equipment |
Use Zone 1 electrics |
| Line responsibil ity |
1. Manager / competent person |
| |
2. Site operator |
| |
3. Site owner |
| Emergency |
1. Demarcate hazardous zone |
| action |
2. Set out explosion warning signs |
| |
3. Instruct staff of hazard / risk |
| |
4. Keep public away from hazard |
| Notes to site |
Where |
| |
• Vapour leaks are identified / suspected |
| |
The ongoing response should entail |
| |
1. Being aware of emergency actions |
| |
2. Taking steps to mitigate impacts |
| |
3. Commissioning works to prevent causes |
[0135] Tank internals are fitted to supply filled petrol to the bottom of underground petrol
tanks (3). Tank internals should be located alongside petrol supply lines to provide
a liquid seal arrangement. When properly installed, these tank internals provide liquid
seals which prevent vapours escaping from the ullage spaces (when tanks (3) have been
run down by supply lines) and prevent splash filling of petrol into a tank (3) with
a low product level. Deliveries of parcels of 5000 litres of petrol for periods of
up to 7 minutes, commonly take place two or three times per week, on average and on
very busy sites there can be up to two or three deliveries per day. Over time, the
regular vortex-type filling path can loosen connections from internals to tank lids.
If internals to tank lid connections become loose and the vapour recovery system is
activated vapour pressures will build up in the tank ullage spaces allowing the opportunity
for vapour emissions into the tank fill lines. This will result in blow backs allowing
petrol vapours to be expelled under pressure at the fill caps (48a). There may also
be opportunity for vapour emissions into the tank manholes causing explosive atmospheres
to build up.
[0136] Defective fill line internals can cause vapour leaks, known as blow backs, from fill
line caps (48a), or into underground tank manholes where explosive mixtures can persist.
| Hazards And risks |
Tank internals |
| Test result |
Not vapour tight / not liquid sealed |
| Noted defect |
Blow back of petrol vapours / petrol sprays from relevant open fill line or vapour
presence in tank manhole |
| Hazards |
• Vapour leaks |
| |
• Petrol spills Especially at low levels from open fill lines or Build up of explosive
mixtures in tank manholes |
| Risks |
• Fires and explosions |
| Prevention |
Replace / reinstall / retest Tank internals as vapour tight |
| Mitigation |
Review hazardous zone limits Around fill line caps |
| Zoning |
Classify surrounding area as increased hazard - Zone 1 |
| Equipment |
Use Zone 1 electrics |
| Line responsibility |
1. Manager / competent person |
| |
2. Site operator |
| |
3. Site owner |
| Emergency action |
1. Demarcate hazardous zone |
| |
2. Set out explosion warning signs |
| |
3. Instruct staff of hazard / risk |
| |
4. Keep public away from hazard |
| Notes to site |
Where |
| |
• Vapour leaks are identified / suspected |
| |
• There is increased potential for petrol spills to possibly occur |
| |
The ongoing response should entail |
| |
1. Being aware of emergency actions |
| |
2. Taking steps to mitigate impacts |
| |
3. Commissioning works to prevent causes |
A blow back is the phenomenon where petrol vapours are expelled, under pressure, from
open fill lines (25). A blow back can occur at fill points where fill caps (48a) have
been removed.
[0137] They occur when tank internals are:
- Not properly fitted.
- Too short causing the loss of any liquid seal.
- Replaced by pre-vapour recovery generation overfill prevention valves.
[0138] Blow backs supply substantial volumes of petrol vapours at ground level. These vapour
emissions are extremely serious, therefore, blow backs must be eliminated.
| Hazards and risks |
Blow backs |
| Test result |
Overfill prevention valves / tank internals are not vapour tight |
| Noted defect |
Petrol vapours emissions under pressure from relevant open fill line |
| Hazards |
• Vapour leaks Especially at low levels From open fill lines |
| Risks |
• Fires and explosions |
| Prevention |
Replace / reinstall / retest Overfill prevention valves Tank internals as vapour tight |
| Mitigation |
Review hazardous zone limits Around fill line caps |
| Zoning |
Classify surrounding area as increased hazard - Zone 1 |
| Equipment |
Use Zone 1 electrics |
| Line responsibil ity |
1. Manager / competent person |
| |
2. Site operator |
| |
3. Site owner |
| Emergency action |
1. Demarcate hazardous zone |
| |
2. Set out explosion warning signs |
| |
3. Instruct staff of hazard / risk |
| |
4. Keep public away from hazard |
| Notes to site |
Where |
| |
• Vapour leaks are identified / suspected |
| |
The ongoing response should entail |
| |
1. Being aware of emergency actions |
| |
2. Taking steps to mitigate impacts |
| |
3. Commissioning works to prevent causes |
Vapour recovery line termination valve and locking cap are usually situated to the
left of over ground fill points. They may also be located in a separate underground
manhole where there are no other fill points. During vapour recovery system tests
the VRL termination valve must be checked for leaks as a leaking valve unit allows
petrol vapours under pressure to seep out at a low level.
[0139] Depending on the scale of seepage of petrol vapours, as measured by an explosimeter,
an explosive petrol vapour/air mixture may be detected around the vapour return line
termination valve and persists until the stage 1B vapour recovery system pressure
dissipates to a sufficient extent. This dissipation may occur over a short period
of time on a busy site but may take a considerable length of time on a more normal
use site. This is most likely to occur after any wetstock product delivery where the
closing, contained stage 1B vapour recovery system pressure is significantly elevated.
Where the problem is likely to persist, the area around the vapour return line valve
will need to be classified as Zone 1.
[0140] This scenario of an elevated stage 1B vapour recovery system pressure is an indication
of interference with proper vapour balancing. Therefore confirmation of proper vapour
balancing can be a mitigating factor with deficient termination valve units. This
situation can be prevented by servicing the leaking termination valve unit or by replacing
any seriously deficient termination valve unit with a workshop tested and verified
vapour tight serviced unit or new factory certified unit. The vapour recovery termination
valve unit should be fitted with a lockable cap to prevent unauthorised or vandal
access to the spring loaded valve mechanism. Vapour recovery line termination valves
should be leak proof and secured with a locking cap.
| Hazards And risks |
Vapour recovery line termination valve / cap |
| Test result |
Not vapour tight |
| Noted defect |
Petrol vapours emissions under pressure from closed termination valve Absence of locking
cap |
| Hazards |
• Vapour leaks Especially at low levels From termination closed valve Vandal access
without locking cap |
| Risks |
• Fires and explosions |
| Prevention |
Service / replace / reinstall / retest Termination valve / locking cap |
| Mitigation |
Review hazardous zone limits Around fill line caps |
| Zoning |
Classify surrounding area As increased hazard - Zone 1 |
| Equipment |
Use Zone 1 electrics |
| Line responsibil ity |
1. Manager / competent person |
| |
2. Site operator |
| |
3. Site owner |
| Emergency action |
1. Demarcate hazardous zone |
| |
2. Set out explosion warning signs |
| |
3. Instruct staff of hazard / risk |
| |
4. Keep public away from hazard |
| Notes to site |
Where |
| |
• Vapour leaks are identified / suspected |
| |
The ongoing response should entail |
| |
1. Being aware of emergency actions |
| |
2. Taking steps to mitigate impacts |
| |
3. Commissioning works to prevent causes |
[0141] Underground fills are located in the tank manhole chamber and there is always the
possibility of petrol drips or trickles occurring from tank lid connections. These
petrol drips or trickles collect after the completion of a petrol drop via a hose
delivery and the disconnection of the hoses to fill point interface. They occur more
frequently where two or more petrol fill points are located in any dedicated remote
fill manhole chamber.
[0142] As a result, free petrol accumulates in underground manholes which then evaporates
to fill the manhole with a potentially explosive mixture of petrol vapours and displaced
air of various concentrations at some level in these underground manholes. Such manholes
must be vented to clear any petrol vapours, and, any liquid petrol must be removed
before vapour recovery testing for leaks on the tank manhole lid.
[0143] The possibility of such petrol drips and petrol trickles cannot be prevented even
with the most careful attention to petrol delivery holes to petrol fill line (25)
disconnection techniques. Therefore every effort should be made to install over ground
petrol fill points to eliminate petrol vapour entrapment in underground tank manhole
chambers.
| Hazards And risks |
Underground fills |
| Test result |
Petrol vapours / free petrol Noted in fill manholes |
| Noted defect |
Very slight petrol vapours emissions under pressure from relevant open fill line and/or
petrol spills from filler hoses |
| Hazards |
Build up of |
| |
• Explosive atmospheres in underground fill manholes |
| Risks |
• Fires and explosions |
| Prevention |
Replace / reinstall / retest Fill lines to above ground location |
| Mitigation |
Review hazardous zone limits Around underground fill manholes |
| Zoning |
Classify surrounding area As increased hazard - Zone 1 |
| Equipment |
Use Zone 1 electrics |
| Line responsibi lity |
1. Manager / competent person |
| |
2. Site operator |
| |
3. Site owner |
| Emergency |
1. Demarcate hazardous zone |
| action |
2. Set out explosion warning signs |
| |
3. Instruct staff of hazard / risk |
| |
4. Keep public away from hazard |
| Notes to site |
Where |
| |
• Explosive atmospheres are identified in fill manholes (or tank manholes) |
| |
The ongoing response should entail |
| |
1. Being aware of emergency actions |
| |
2. Taking steps to mitigate impacts |
| |
3. Commissioning works to prevent causes |
[0144] Pre vapour recovery small volumes of vapours are emitted at atmospheric pressure
from the vents and the recommended hazard zone limit around a free vent position is
1.5m. After vapour recovery, large volumes of vapours are emitted under emergency
pressure relief from PVV units. Therefore once the vapour recovery system is operational
the hazard zone limit around a PVV (10) should be increased to 3.0m.
| Hazards and risks |
Separation distances / vents |
| Test result |
Controlled petrol vapour emissions under test |
| Noted defect |
Simulated vapour return line blockage |
| Hazards |
• Vapour leaks Uncontrolled Under emergency relief pressure from site side PVV at
high levels |
| Risks |
• Fires and explosions |
| Prevention |
Avoid uncontrolled vapour emissions (even at high levels) |
| Mitigation |
Review hazardous zone limits around site side PVV |
| Zoning |
Classify surrounding area as increased hazard - Zone 1 |
| Equipment |
Use Zone 1 electrics |
| Line responsibi lity |
1. Manager / competent person |
| |
2. Site operator |
| |
3. Site owner |
| Emergency action |
1. Demarcate hazardous zone |
| |
2. Set out explosion warning signs |
| |
3. Instruct staff of hazard / risk |
| |
4. Keep public away from hazard |
| Notes to site |
Where |
| |
• Vapour leaks are identified / suspected |
| |
The ongoing response should entail |
| |
1. Being aware of emergency actions |
| |
2. Taking steps to mitigate impacts |
| |
3. Commissioning works to prevent causes |
On opening a fill cap (48a), before commencement of the vapour recovery process, a
small volume of vapours leak at atmospheric pressure and the pre-vapour recovery recommended
hazard zone limit around a fill point is 4.5m. When the vapour recovery system is
operational, on opening a fill cap (48a) a large volume of vapours may leak under
pressure resulting in blow backs. The hazard zone limit around the fill point position
should be increased to at least 6.0m to take into consideration possible vapour leaks
from blow backs.
| Hazards And risks |
Separation distances / fills |
| Test result |
Blow backs from open fill lines |
| Noted defect |
Overfill prevention valves / tank internals are not vapour tight |
| Hazards |
• Vapour leaks ― Under pressure Especially at low levels |
| Risks |
• Fires and explosions |
| Prevention |
Replace / reinstall / retest Overfill prevention valves Tank internals as vapour tight |
| Mitigation |
Review hazardous zone limits Around fill line caps |
| Zoning |
Classify surrounding area as increased hazard - Zone 1 |
| Equipment |
Use Zone 1 electrics |
| Line responsibi lity |
1. Manager / competent person |
| |
2. Site operator |
| |
3. Site owner |
| Emergency action |
1. Demarcate hazardous zone |
| |
2. Set out explosion warning signs |
| |
3. Instruct staff of hazard / risk |
| |
4. Keep public away from hazard |
| Notes to site |
Where |
| |
• Vapour leaks are identified / suspected |
| |
The ongoing response should entail |
| |
1. Being aware of emergency actions |
| |
2. Taking steps to mitigate impacts |
| |
3. Commissioning works to prevent causes |
For PVV venting at around 35mb to 40mb critical depth contained pressure can support
product in an open fill riser (66) to around 450mm to 500mm. The fill riser height
between full tank (3) and open fill cap (48a) must be greater than 500mm. Insufficient
critical depths (68) between the fill tank and open fill cap (48a) increase the risk
of petrol spills.
| Hazards and risks |
Critical depth |
| Test result |
Less than 500mm |
| Noted defect |
Underground tanks are not installed to adequate depth below fill cap opening |
| Hazards |
• Petrol spills Under pressure Especially at high tank contents levels |
| Risks |
• Fires and explosions |
| Prevention |
Replace / reinstall / retest Fill cap opening to higher level if possible E.g. replace
u/g fills with o/g fills Decrease tank maximum stored volume |
| Mitigation |
Review hazardous zone limits |
| |
Around fill line caps |
| Zoning |
Classify surrounding area as increased hazard - Zone 1 |
| Equipment |
Use Zone 1 electrics |
| Line responsibi lity |
1. Manager / competent person |
| |
2. Site operator |
| |
3. Site owner |
| Emergency action |
1. Demarcate hazardous zone |
| |
2. Set out explosion warning signs |
| |
3. Instruct staff of hazard / risk |
| |
4. Keep public away from hazard |
| Notes to site |
Where |
| |
• There is increased potential for petrol spills to possibly occur |
| |
The ongoing response should entail |
| |
1. Being aware of emergency actions |
| |
2. Taking steps to mitigate impacts |
| |
3. Commissioning works to prevent causes |
[0145] Evaluate critical depth (68) by measuring the height from top of tank to fill cap
opening. The following examples are for critical depth (68) measurement for unleaded
petrol with densities of 0.75 and 0.80:
| Petrol density |
0.75 |
0.80 |
| Critical depth(CD) mm |
Max allowable system pressure (MASP) mb |
| 300 |
23 |
25 |
| 400 |
30 |
33 |
| 500 |
38 |
41 |
| 600 |
46 |
49 |
| 700 |
54 |
57 |
| 800 |
60 |
65 |
| 900 |
69 |
73 |
| 1000 |
76 |
81 |
The results above illustrate that for critical depths (68) less than 500mm there is
no accommodation for any back pressure and that for critical depths (68) greater than
500mm there is at least some accommodation for back pressures. The greater the critical
depth, the greater the back pressure the system is capable of accommodating without
petrol spills. Capacity to accommodate back pressures is relative to the actual critical
depth less 500mm. Any system pressures that exceed MASP can cause petrol spills.
| Hazards and risks |
Maximum allowable system pressure |
| Test result |
Lower than site side PVV emergency venting relief pressure |
| Noted defect |
Critical depth is inadequate |
| Hazards |
• Petrol spills Under pressure Especially at high tank contents levels |
| Risks |
• Fires and explosions |
| Prevention |
Increase critical depth if possible Decrease emergency venting relief pressure Of
site side PVV from 35mb to say 20mb Decrease tank maximum stored volume |
| Mitigation |
Review hazardous zone limits Around fill line caps |
| Zoning |
Classify surrounding area as increased hazard - Zone 1 |
| Equipment |
Use Zone 1 electrics |
| Line responsibi lity |
1. Manager / competent person |
| |
2. Site operator |
| |
3. Site owner |
| Emergency action |
1. Demarcate hazardous zone |
| |
2. Set out explosion warning signs |
| |
3. Instruct staff of hazard / risk |
| |
4. Keep public away from hazard |
| Notes to site |
Where |
| |
• There is increased potential for petrol spills to possibly occur |
| |
The ongoing response should entail |
| |
1. Being aware of emergency actions |
| |
2. Taking steps to mitigate impacts |
| |
3. Commissioning works to prevent causes |
[0146] The PVV (10) opens at pressure of around 35mb to 40mb. However back pressure may
build beyond 35mb to 40mb where emergency venting relief pressure is inadequate.
[0147] Ideally 2,500 litres per minute enter the system and the PVV (10) is able to relieve
2,500 litres per minute so the maximum system pressure remains around 35mb to 40mb.
However, if 2,500 litres per minute enter the system and the PVV is not able to relieve
2,500 litres per minute, the maximum system pressure may rise to around 50mb to 60mb.
This results in around 15mb to 20mb back pressure. Large back pressures can cause
the maximum system pressure to exceed the maximum allowable system pressure resulting
in petrol spills.
| Hazards And risks |
Back pressure |
| Test result |
Site side vapour recovery system pressures exceed PVV emergency venting relief pressure
(under controlled conditions) |
| Noted defect |
Site side emergency venting relief capacity is inadequate |
| Hazards |
• Petrol spills Under pressure Especially at high tank contents levels |
| Risks |
• Fires and explosions |
| Prevention |
Increase site side emergency venting relief pressure if possible. E.g. install extra
PVV unit Decrease emergency venting relief pressure of site side PVV unit by extent
of back pressure Decrease tank maximum stored volume |
| Mitigation |
Limit possible back pressure build up (see maximum delivery hose profile) Review hazardous
zone |
| Zoning |
Classify surrounding area as increased hazard - Zone 1 |
| Equipment |
Use Zone 1 electrics |
| Line responsibility |
1. Manager / competent person |
| |
2. Site operator |
| |
3. Site owner |
| Emergency action |
1. Demarcate hazardous zone |
| |
2. Set out explosion warning signs |
| |
3. Instruct staff of hazard / risk |
| |
4. Keep public away from hazard |
| Notes to site |
Where |
| |
• There is increased potential for petrol spills to possibly occur |
| |
The ongoing response should entail |
| |
1. Being aware of emergency actions |
| |
2. Taking steps to mitigate impacts |
| |
3. Commissioning works to prevent causes |
[0148] The relationships between BP, MASP and CD are crucial to understanding the vapour
recovery system and deciding upon adjustments to be made to these values in order
to ensure the risks of leaks and spills are minimised.
[0149] Any back pressure (BP) of 15mb to 20mb developed on top of normal emergency venting
relief pressure (EVRP) of 35mb to 40mb will allow the build up of system pressures
to a maximum of around 50 to 60mb. Such maximum system pressures require a review
of the CD (68). For example, if the maximum allowable system pressure (MASP) is 60mb,
this requires 750mm to 800mm CD (68). If CD (68) is actually 700mm the actual MASP
will be 54mb to 57mb. Back pressure will be a real concern even though 700mm is an
ordinarily acceptable CD (68).
[0150] Where the sum of maximum back pressures and max generated pressures is greater than
maximum allowable system pressure there is a risk of petrol spills.
| Hazards And risks |
Relationships BP/MASP/CD |
| Test result |
The relationships between these factors Is not satisfactory |
| Noted defect |
Critical depth is inadequate and Relevant MASP is low especially Where back pressure
is identified |
| Hazards |
• Petrol spills Under pressure Especially at high tank contents levels |
| Risks |
• Fires and explosions |
| Prevention |
Try to achieve a CD and associated MASP Greater than site side PVV emergency venting
relief pressure value + back pressure value |
| Mitigation |
Limit possible back pressure build up (see maximum delivery hose profile) Review hazardous
zone |
| Zoning |
Classify surrounding area As increased hazard - Zone 1 |
| Equipment |
Use Zone 1 electrics |
| Line responsibi lity |
1. Manager / competent person |
| |
2. Site operator |
| |
3. Site owner |
| Emergency |
1. Demarcate hazardous zone |
| action |
2. Set out explosion warning signs |
| |
3. Instruct staff of hazard / risk |
| |
4. Keep public away from hazard |
| Notes to site |
Where |
| |
• There is increased potential for petrol spills to possibly occur |
| |
The ongoing response should entail |
| |
1. Being aware of emergency actions |
| |
2. Taking steps to mitigate impacts |
| |
3. Commissioning works to prevent causes |
[0151] Maximum delivery hose profile (MDHP) is the number of hoses that are allowed to be
connected to the system at a time. Maximum delivery hose profiles may need to be restricted
to avoid the possibility of back pressures. The MDHP depends on the back pressure
associated with the site compared to the MASP (as determined by the CD (68)).
[0152] If back pressure (BP) concerns exist, the maximum allowable system pressure (MASP)
must be contained. The hose profile from the truck discharge connections to the tank
fill line connections will need to be managed.
[0153] For a site with a marginal CD (68) and the possibility of BP-hoses to fills will
need to be limited by a sign:
"PETROL HOZES TO BE CONNECTED only ONE AT A TIME" Here the MDHP will be one.
[0154] For another site with ample CD (68) but still having the possibility of BP-hoses
to fills may need to be limited by a sign:
"PETROL HOSES TO BE CONNECTED only TWO AT A TIME" Here the MDHP is two.
[0155] Unrestricted delivery hose profiles on untested vapour recovery systems at petrol
filling stations can lead to petrol spills.
| Hazards And risks |
Maximum delivery Hose profile |
| Test result |
Back pressures identified |
| Noted defect |
Site side PVV emergency venting relief capacity is inadequate |
| Hazards |
• Petrol spills Under pressure Especially at high tank contents levels |
| Risks |
• Fires and explosions |
| Prevention |
Increase site side emergency venting relief Capacity if possible. E.g. install extra
PVV unit Decrease emergency venting relief pressure of site side PVV unit by extent
of back pressure Decrease tank maximum stored volume Limit maximum delivery hose profile |
| Mitigation |
Review hazardous zone limits |
| |
around fill line caps |
| Zoning |
Classify surrounding area as increased hazard - Zone 1 |
| Equipment |
Use Zone 1 electrics |
| Line responsibi lity |
1. Manager / competent person |
| |
2. Site operator |
| |
3. Site owner |
| Emergency action |
1. Demarcate hazardous zone |
| |
2. Set out explosion warning signs |
| |
3. Instruct staff of hazard / risk |
| |
4. Keep public away from hazard |
| Notes to site |
Where |
| |
• There is increased potential for petrol spills to possibly occur |
| |
The ongoing response should entail |
| |
1. Being aware of emergency actions |
| |
2. Taking steps to mitigate impacts |
| |
3. Commissioning works to prevent causes |
[0156] Emergency venting relief pressure (EVRP) is the pressure at which the PVV (10) cracks
open facilitating the release of petrol vapours. The EVRP is usually 35mb to 40mb
with the maximum acceptable range usually being 28mb to 42mb. Excessively high emergency
venting relief pressure (EVHP) can lead to petrol spills.
[0157] For example, where the CD (68) is inadequate, say 350mm, the MASP will be around
26mb to 29mb. EVRP setting should be reduced well below the standard 35mb setting
to, say a range from around 17mb to 20mb. This should be appropriate to avoid any
possibility of back pressure (BP) developing. Where the CD (68) is satisfactory, say
1000mm, but there is a concern about BP then MDHP may need to be limited or emergency
pressure venting capacity may need to be increased. This can be achieved by provision
of a larger diameter PVV (10) or vent riser (60) or alternatively a second standard
PVV (10) or vent riser (60).
| Hazards and risks |
Emergency venting relief pressure |
| Test result |
Back pressures identified |
| Noted defect |
Site side PVV emergency venting relief capacity is inadequate |
| Hazards |
• Petrol spills under pressure Especially at high tank contents levels |
| Risks |
• Fires and explosions |
| Prevention |
Increase site side emergency venting relief capacity if possible. E.g. install extra
PVV unit Decrease emergency venting relief pressure of site side PVV unit by extent
of back pressure Decrease tank maximum stored volume Limit maximum delivery hose profile |
| Mitigation |
Review hazardous zone limit around fill line caps |
| Zoning |
Classify surrounding area as Zone 1 |
| Equipment |
Use Zone 1 electrics |
| Line responsibi lity |
1. Manager / competent person |
| |
2. Site operator |
| |
3. Site owner |
| Emergency action |
1. Demarcate hazardous zone |
| |
2. Set out explosion warning signs |
| |
3. Instruct staff of hazard / risk |
| |
4. Keep public away from hazard |
| Notes to site |
Where |
| |
• There is increased potential for petrol spills to possibly occur |
| |
The ongoing response should entail |
| |
1. Being aware of emergency actions |
| |
2. Taking steps to mitigate impacts |
| |
3. Commissioning works to prevent causes |
[0158] A pressure vacuum valve (PVV (10) needs regular servicing. PVVs are factory tested
to specified standard relief settings. These relief settings have been decided by
a broad industry consensus. The pressure relief setting is generally around +35mb
and the vacuum relief setting is generally approximately -2mb. Pressure and vent valves
which stick open can cause vapour leaks pressure and vent valves which stick closed
can cause petrol spills.
[0159] Where the PVV (10) sticks open allowing for free venting, this prevents the system
being declared vapour tight and the system is not vapour recovery compliant. Where
the PVV (10) sticks closed preventing cracking at standard setting, this allows pressure
build up to occur resulting in increased pressures in the system. These increased
system pressures may rise above the maximum allowable system pressure (MASP), as determined
by the critical depth (CD), resulting in petrol discharges from full tanks (3) via
open fill caps (48a). Such petrol discharges cease only when the system pressure dissipates
to MASP.
| Hazards And risks |
Pressure vacuum valve |
| Test result |
Site side vapour recovery system is not vapour tight - PVV is hissing when opening
fully instead of rattling free |
| Noted defect |
PVV is sticking open / PVV sticking closed |
| Hazards |
• Vapour leaks ― PVV sticking open |
| |
• Petrol spills ― PVV sticking closed |
| Risks |
• Fires and explosions |
| Prevention |
site side PVV needs serviced / replaced |
| Mitigation |
Review hazardous zone limits around site side PVV |
| Zoning |
Classify surrounding area as increase hazard - Zone 1 |
| Equipment |
Use Zone 1 electrics |
| Line responsibi lity |
1. Manager / competent person |
| |
2. Site operator |
| |
3. Site owner |
| Emergency action |
1. Demarcate hazardous zone |
| |
2. Set out explosion warning signs |
| |
3. Instruct staff of hazard / risk |
| |
4. Keep public away from hazard |
| Notes to |
Where |
| site |
• Vapour leaks are identified / suspected |
| |
• There is increased potential for petrol spills to possibly occur |
| |
The ongoing response should entail |
| |
1. Being aware of emergency actions |
| |
2. Taking steps to mitigate impacts |
| |
3. Commissioning works to prevent causes |
[0160] Where vapour locks occur in fill lines (25), the flow of petrol under gravity from
the over ground delivery tanker (2) to the underground storage tanks (3) may be impeded
to such extent that petrol cannot be off loaded. When this happens there is no way
of determining the cause, location or size of the vapour plug involved. Any previous
evidence of blow back from the open fill line (25) can indicate that the source or
cause of the leak was a leak path on the internal or any overfill prevention valve
fitted.
[0161] The solution can be effected by stopping other hose drops to prevent further pressure
build-up or by allowing cars to draw of petrol from the subject tank (3) to relieve
pressure from the surrounding ullage space.
[0162] If the effected tank (3) is syphon connected to another tank (3) that has just received
a petrol drop, the cause of the leak could be the continuing transfer of liquid product
across the syphon. This raises the liquid level in the effected tank, putting the
vapour plug in a vapour tight internal or overfill prevention valve under increasing
pressure.
[0163] In this case the solution can be effected by closing any isolating valve on the syphon
connection to prevent further pressure build up or by allowing cars at dispensers
to draw of petrol from the effected tank to relieve pressure from the surrounding
ullage space.
[0164] Vapour locks can cause petrol spills where delivery hoses are cracked at the truck
side during attempts to relieve trapped vapour plugs.
| Hazards and risks |
Vapour locks |
| Test result |
A petrol discharge via a delivery hose is very slow or stops completely |
| Noted defect |
A vapour lock has occurred in the fill line most likely due to a back flow of petrol
into the target delivery tank from a syphon connected tank previously delivered into |
| Hazards |
• Vapour leaks |
| |
• Petrol spills Especially at low levels from attempts to relieve problem |
| Risks |
• Fires and explosions |
| Prevention |
Close of any syphon connections from delivery target tank to all other tanks |
| Mitigation |
Allow cars to draw off petrol from target delivery tank Review hazardous zone |
| Zoning |
Classify surrounding area as increased hazard - Zone 1 |
| Equipment |
Use Zone 1 electrics |
| Line responsibi lity |
1. Manager / competent person |
| |
2. Site operator |
| |
3. Site owner |
| Emergency action |
1. Demarcate hazardous zone |
| |
2. Set out explosion warning signs |
| |
3. Instruct staff of hazard / risk |
| |
4. Keep public away from hazard |
| Notes to site |
Where |
| |
• Vapour leaks are identified / suspected |
| |
• There is increased potential for petrol spills to possibly occur |
| |
The ongoing response should entail |
| |
1. Being aware of emergency actions |
| |
2. Taking steps to mitigate impacts |
| |
3. Commissioning works to prevent causes |
[0165] Hydrostatic gauges are a form of gauging system where a gauge tube is inserted into
the tank manhole cover and extending to the bottom of the tank (3) is pressurised
to relief. The relief pressure indicates the volume of liquid in the tank (3), since
this pressure is a factor of the displaced head of product.
[0166] If the ullage space of the tank (3) is in pressure the tank contents volume can be
overestimated. If the ullage space of the tank (3) is in vacuum the tank contents
volume can be underestimated.
[0167] If the tank ullage space is in normal vacuum, of say down to 2mb, the maximum underestimation
of tank contents volume is of the order of 300 to 400 litres and the minimum is around
100 to 200 litres. If the tank ullage space is in substantial vacuum, say down to
6mb, the maximum underestimation of tank contents volume is be around 900 to 1200
litres and the minimum is around 300 to 600 litres. In these vacuum scenarios, the
head in the gauge tube entering the petrol volume is lowered by approximately 25mm
to 75mm and the tank appears to have correspondingly less petrol volume stored.
[0168] The root problem here is a tendency for the ullage space vacuum to build without
relief at the predetermined value of 2mb. The PVV (10) is sticking closed allowing
excess vacuums to develop during very heavy out-loading of petrol via the dispensers.
Where hydrostatic gauging systems are employed it is prudent to revise maximum tank
content levels downward and reset high level alarms to lower cutoffs. Hydrostatic
gauging systems should not be used to check tank contents when the site is busy.
| Hazards and risks |
Hydrostatic gauges |
| Test |
Observation that tank contents are |
| result |
overfilled or tended to be overfilled When hydrostatic gauges are employed |
| Noted defect |
Contents of the target delivery tank have been underestimated by incorrect use of
hydrostatic gauges |
| Hazards |
• Petrol spills From open fill lines |
| Risks |
• Fires and explosions |
| Prevention |
Take care not to use hydrostatic gauges when site side vapour recovery system is in
vacuum i.e. during petrol dispensing |
| Mitigation |
Allow cars to draw off petrol from target delivery tank Review hazardous zone |
| Zoning |
Classify surrounding area as increased hazard - Zone 1 |
| Equipment |
Use Zone 1 electrics |
| Line responsibi lity |
1. Manager / competent person |
| |
2. Site operator |
| |
3. Site owner |
| Emergency action |
1. Demarcate hazardous zone |
| |
2. Set out explosion warning signs |
| |
3. Instruct staff of hazard / risk |
| |
4. Keep public away from hazard |
| Notes to site |
Where |
| |
• There is increased potential for petrol spills to possibly occur |
| |
The ongoing response should entail |
| |
1. Being aware of emergency actions |
| |
2. Taking steps to mitigate impacts |
| |
3. Commissioning works to prevent causes |
[0169] Before commencement of the vapour recovery process, on opening a fill cap (48a) small
volumes of vapours will leak out at atmospheric pressure. The pre-vapour recovery
recommended hazard zone limit around a fill point is 4.5m. On opening the fill cap
(48a) during the vapour recovery system operation a large volume of petrol may spill
under pressure causing back pressure. The hazard zone limit around a fill point position
should be increased to at least 9.0m where there is concern about possible petrol
spills resulting from back pressures.
| Hazards and risks |
Separation distances / fills |
| Test result |
Note potential for petrol spills from fills |
| Noted defect |
Any one or combination of other defects, for example: CD less than 500mm |
| |
- MASP less than site side PVV emergency relief pressure |
| |
- Evidence of back pressure |
| |
- Site side PVV sticks closed |
| |
- Incorrect use of hydrostatic gauges |
| Hazards |
• Petrol spills from open fill lines |
| Risks |
• Fires and explosions |
| Prevention |
Implement prevention measures for any/all of above noted defects |
| Mitigation |
Review hazardous zone around fill line caps |
| Zoning |
Classify surrounding area as increased |
| |
hazard - Zone 1 |
| Equipment |
Use Zone 1 electrics |
| Line responsibi lity |
1. Manager / competent person |
| |
2. Site operator |
| |
3. Site owner |
| Emergency action |
1. Demarcate hazardous zone |
| |
2. Set out explosion warning signs |
| |
3. Instruct staff of hazard / risk |
| |
4. Keep public away from hazard |
| Notes to site |
Where |
| |
• There is increased potential for petrol spills to possibly occur |
| |
The ongoing response should entail |
| |
1. Being aware of emergency actions |
| |
2. Taking steps to mitigate impacts |
| |
3. Commissioning works to prevent causes |
[0170] While various embodiments of the invention have been described, it will be apparent
to those skilled in the art once given this disclosure that various modifications,
changes, improvements and variations may be made without departing from the scope
of the invention.