[0001] This invention relates to the displacement of free fluid accumulations left in generally
horizontal portions of pipelines.
[0002] In any offshore, hydrocarbon containing field such as one holding crude oil or gas,
normally at least one platform or marine structure is installed at a judicious location
within the known bounds of the field. The primary functions of such a platform are
at least twofold. Operationally, it serves as a base for drilling the neded number
of wells into the subterranean reservoir to tap into the stored hydrocarbons. Secondly
it functions to receive, treat, and store hydrocarbons which are conducted from other
wells within the same field.
[0003] Normally the other wells are dispersed about the field at sites where it is determined
that the hydrocarbon source can be readily reached. Thus, any productive field will
usually contain numerous wells disposed about the ocean floor at various distancs
from the main platform.
[0004] A number of pipelines are provided to extend across the seabed between the main platform
and each satellite well site. These pipelines may include for each well a production
pipeline, a test pipeline, a water injection pipeline, a gas lift pipeline and pipeline
for utilities. After initial installation, at least some of these pipelines, in particular
the gas lift pipeline, will require to be flushed out to remove water accumulated
in sections of the pipeline extending generally horizontally across the seabed and
filling a substantial proportion of the volume of such sections. Such sections may
be inclined to the horizontal owing to the unevenness of the seabed so that there
may be pockets of water accumulated at intervals spaced along the pipeline. It is
also important to prevent the formation of hydrates which is likely to occur in subsequent
use of the pipeline particularly in cold environments resulting in blockage of the
pipeline especially at restricted sections thereof.
[0005] Conventionally such accumulations of water are removed by introducing a pig into
the pipeline and applying a pressurized liquid into the pipeline to move the pig therethrough
to physically displace the water. The pig may be mechanical or made of a gelled material
to allow it to conform to the internal surface of the pipeline. However some pipelines
are unsuitable for use of a pig, for example where the pipeline is formed with various
internally extending obstructions which would tend to cause the pig to break up or
where abrasives would cause an unacceptable loss of material.
[0006] The invention seeks to provide an expedient and economical method for removing free
fluid accumulations in pipelines which can be applied to pipelines in which it is
either not readily practicable to use a pig or where the invention offers a choice
to using a conventional pig.
[0007] The invention provides a method for treating a pipeline which contains a residual
amount of fluid in a generally horizontal section or sections therof, to displace
the residual fluid therefrom, which method comprises:-
injecting into the pipeline a pressurized, high expansion foam having a high refoamability
and being compatible with said fluid in the pipeline section(s), which foam contains
an amount of foaming agent in excess of the minimum amount thereof required to generate
the foam;
advancing the foam through the, or each, of said pipeline sections in contact with
a layer of said fluid left therein to displace said fluid towards a remote end of
the pipeline by entrainment caused by frictional pick-up of the layer by said foam
and to effect mass transfer of said foaming agent from said foam to said fluid;
discontinuing injection of said foam; and
passing into the pipeline a pressurized gas to create turbulence in said fluid containing
said foaming agent, which is left in the, or each, of said pipeline sections causing
foaming of said fluid within the pipeline and to displace a substantial proportion
of the foam left within the pipeline from a remote end thereof.
[0008] By "high expansion foam", we mean a foam having at least a 75% gas phase content
by volume. Preferably the foam will have at least a 98% gas phase content.
[0009] By "refoamability", we mean the tendency of the foam constituents, obtained when
foam is allowed to partially 'break' or 'drain', to reform foam when agitated.
[0010] By "high" refoamability we mean the tendency to refoam to a foam volume greater than
about 80% of the original. This is a measure of "repeatability" in foaming.
[0011] By "compatible", we mean a foam which does not rapidly break down when put in direct
contact with the fluid to be displaced at the temperatures and pressures existing
in the pipeline during a treatment in accordance with the invention, and which has
a foaming agent capable of foaming the fluid accumulation(s) in the pipeline.
[0012] In performing a method in accordance with the invention in which a pressurized, high-expansion
foam is injected into the pipeline, it is believed that two operating conditions may
exist depending on the particular application, the amount of fluid in the pipeline
section and other operating conditions. The "first mechanism" is a condition where
the foam passes above a layer of liquid in the pipeline and, as described above, entrains
that layer of liquid and also transfers thereto a foaming agent contained in the foam
to allow the fluid to be readily foamed by the subsequent passage of a pressurized
gas through the pipeline which also serves to displace a substantial portion of the
foam left within the pipeline.
[0013] However, if the fluid occupies a sufficient volume of the pipeline section, the main
bulk of such fluid may be initially removed by a mechanical "piston" displacement
which will be referred to herein as a "second mechanism". In accordance with the second
mechanism, a transverse foam/fluid interface is established within the pipeline and
is advanced through the pipeline at or above a minimum velocity which is required
to maintain the interface so that the bulk of the fluid is removed from the remote
end of the pipeline by physical displacement, leaving the above-mentioned residual
amount of fluid in the pipeline which is thereafter treated in accordance with the
"first mechanism".
[0014] Where initially the amount of fluid in the pipeline is insufficient to establish
a transverse foam/fluid inerface then the removal of the fluid in the pipeline will
be solely by the "first mechanism". Moreover, if during operation in accordance with
the "second mechanism" the velocity of advancement of the interface falls below the
above-staed minimum velocity, then the subsequent removal of the fluid will take place
in accordance with the "first mechanism". Furthermore during an initial treatment
in accordance with the "first mechanism" whereby the foam passes above the layer of
fluid in the pipeline, it is possible that with a sufficient depth of fluid and a
sufficient pressure of foam, extreme turbulence of the surface of the layer of the
fluid could take place so that eventually a transverse foam/fluid interface is established
in the pipeline enabling further displacement of the fluid to take place by the "second
mechanism". It will therefore be appreciated that during a treatment operation of
a pipeline, the displacement of the fluid may take place at different times by either
the "first mechanism" or the "second mechanism". As stated above in other applications,
the displacement may be solely by the "first mechanism".
[0015] Regarding the "second mechanism", the aforesaid minimum velocity required to maintain
the transverse foam/fluid interface, which will be referred to as the "critical velocity",
depends on factors such as the pipe diameter, the viscosity and density of the phases
and therefore varies from application to application. However in dewatering a subsea
gas lift pipeline, it is generally necessary to advance the aforesaid foam/fluid interface
at a velocity in the range of about 3 - 15 ft. per second and usually at a velocity
of at least 5 ft. per second. If the speed of advancement of the interface drops below
the critical velocity, then a foam phase is established across the top of the fluid
phase and displacement then reverts to the "first mechanism".
[0016] A relatively small amount of foaming agent, for example ½% by volume, is required
in the liquid phase of the foam in order to generate the foam when contacted with
the gas phase but this concentration is variable depending on the nature of the gas
and liquids in the system. However in a method according to the invention, an excess
amount of foaming agent is used in order to achieve foaming of the residual fluid
left in the pipeline for removal thereof by the subsequent injection of pressurized
gas, which may be the same gas as that used for the gaseous phase of the foam. For
example when a relatively small amount of fluid is to be removed from a pipeline,
then the foaming agent may be provided in an amount of about 1 - 4 % by volume of
the liquid phase of the foam. Where relatively large volumes of fluids are to be removed,
then the foaming agent may be provided in an amount of about 5 - 15 % by volume of
the liquid phase of the foam.
[0017] Generally the invention makes it possible to displace a fluid which will usually,
but not exclusively, be a Newtonian fluid from a pipeline using a high expansion foamed
fluid of chosen rheological properties as an interface between the in-situ fluid to
be displaced and the displacing medium when the fluid displacement speed is at or
above a defined "critical velocity" for the particular application so that the in-situ
fluid is maintained in a state of extreme excitation such that, despite gravity, momentum
effects ensure that the fluid travels totally in the direction of displacment with
a minimum amount of in-situ fluid draining back into the foam.
[0018] While certain high expansion foamed fluids have been shown to maintain well defined
interfaces with fluids travelling above the specified central velocities, it is a
further advantage that the use of a high expansion foamed fluid, employing surfactants
with well defined refoamability, will entrain any fluid which falls back through the
interface and through entrainment carry this in-situ fall back or slip fluid along
the pipeline,
[0019] A method according to the invention uses a high expansion foam in order to minimize
the quantity of foam drain-off fluid left on the wall of the pipeline. The use of
low viscosity, very low surface tension foaming agents with good refoamability ensures
refoaming of any residual drain-off fluid when using a compatible gaseous displacement
medium at the specified critical velocity.
[0020] In its broadest aspect, a method according to the invention is more widely applicable
than to dewatering pipelines communicating between a main oil drill platform and associated
satellite well sites. It could be used to remove other Newtonian or nearly Newtonian
fluids from pipelines. For example, the method could be used to remove hydrocarbon
condensates from other gas carrying pipelines having generally horizontal sections,
or for removing solid particles carried in a free liquid accumulation left in other
fluid pipelines. Although for dewatering gas lift pipelines, nitrogen is the preferred
gas used in the aforesaid method, other gases, for example air or gaseous hydrocarbons,
could be used in other applications provided that the gas is compatible with the fluid
to be removed from the pipeline.
[0021] In specific applications of the aforesaid method, it may also be desirable to treat
the inernal surface of the pipeline, for example to provide a protection against corrosion
or to deposit a substance such as methanol or iso-propyl alcohol (IPA), to inhibit
the formation of hydrates. In such applications, it is preferred that the method includes
the further step of introducing a pressurized, turbulent flow of a foamed fluid containing
the surface treatment medium to displace any residual foam left in the pipeline, and
then allowing such foam to decompose in the pipeline. Such a method could also be
used to render inert pipelines which are no longer required after production at one
site has been completed. All potentially harmful materials are thereby removed from
the pipeline which can then be capped and buried in a safe condition.
[0022] The residual foam left in the pipeline is thereby displaced by the methanol or IPA
foam enabling most of the water still present in the line to become mixed with the
methanol or IPA, which will help to reduce hdyrate formation at a later date. The
front of methanol foam is displaced at least to the end of the line and all the foam
is then allowed to decompose, having a short half life, thus ensuring that the methanol
drops out and is distributed along the required length of the line.
[0023] Any loose debris in the free liquid contained in the pipeline is generally also carried
and removed from the line.
[0024] Advantages of using such a method according to the invention for dewatering a pipeline
over the above-described conventional method, include the facility to entrain in
the foam and remove particulate debris in the pipeline, the economic use of a pressurized
gas as the displacing medium as compared to pressurized liquid displacement of a pig
and the facility to render inert the interior of a pipeline to prevent corrosion occurring
after shutdown.
[0025] Possible applications of methods according to the invention include removing water
from pipelines and vessels; removing condensate and crudes from pipelines and vessels;
laying down an inhibitor coating along a pipeline; removing hydrocarbons from pipeline
depressions during commissioning; and, purging of pipelines and vessels for field
abandonment and decommissioning. As most fluids can be foamed, there are a number
of other possible applications, specifically in subsea multi-diameter systems.
[0026] An embodiment of the invention will now be described by way of example and with reference
to the accompanying drawings, in which:-
Figure 1 illustrates schematically a main oil drilling platform and an associated
satellite well drilling template connected by a main gas lift line and a production
line;
Figure 2 illustrates schematically an installation for location on the main platform
for supplying pressurized foams to the gas lift line for the dewatering thereof;
Figure 3 illustrates graphically the pressure in the gas lift line at the main platform
end during a first aqueous foam treatment;
Figure 4 illustrates graphically the pressure in the gas lift line at the main platform
end during a second aqueous foam treatment;
Figure 5 illustrates graphically pressures recorded at the template end of the gas
lift line during aqueous foam treatment;
Figure 6 illustrates graphically pressures recorded at each end of the gas lift line
during a methanol foam treatment; and,
Figure 7 illustrates graphically pressures recorded during gas lift startup procedure.
[0027] Referring to Figure 1 of the drawings, a marine platform or structure 10 is positioned
at an offshore body of water. The structure is judiciously locatd to best produce
a hydrocarbon containing field or reservoir within the underlying substrate. The platform
includes primarily a deck which is normally positioned 15 to 7 metres beyond the water
level. The deck, in the usual manner, will accommodate the means for drilling wells,
receiving and treating produced hydrocarbons, and housing personnel necessary to
operate the facility. The deck supports storage means such as tanks, separators, and
other facilities whereby the liquid and gaseous hydrocarbons can be initially treated
and stored before being transshipped to shore. The latter can be achieved through
the use of pipelines which extend form the platform (10) to the shore. Alternatively,
tankers and other cargo carrying vessels capable of loading at the platform can be
utilized to convey the hydrocarbon fluid.
[0028] At another well drilling site in the oil field, spaced from the main platform (10)
a subsea production facility (11) is provided comprising an oil well drilling template
having a fluid manifolding system including a ring main (50) for a passing gas lift
fluid to the well (12) and a ring main (51) for passing production fluids from the
well (12).
[0029] The subsea template (11) is connected to the main platform (10) by a series of pipelines
extending along the bottom of the sea, of which only the main gas lift line (13) and
the production test line (14) are illustrated in Fig. 1. The gas lift line (13) communicates
with the main platform (10) through a flexible riser (15). It communicates at its
other end with the ring main (50) on the template through a disconnect assembly comprising
a reducing spool (16), non-return valves (17,18) with a disconnect unit (19) therebetween,
a manual gate isolation valve (20), and a flexible jumper lead (21).
[0030] The figure illustrates a multi-well installation but the invention is equally applicable
to single satellite wells.
[0031] After installation, it is necessary to dewater at least some of the pipelines connecting
the main platform to the template. Figure 2 illustrates equipment installed on the
main platform (10) for supplying foamed liquids to the gas lift pipeline (13) for
passing therethrough and via the ring mains (50,51) on the template (11) through the
production pipeline (14) to dewater both pipelines. The equipment in this case comprises
a number of 150,000 scf nitrogen tanks (70) and a nitrogen pumping unit (71) connectable
through gas lin (72) to a conventional foam generating T-piece (52). A liquid line
(53) is provided for supplying liquid to the foam generating device from a pump (54).
The pump (54) is connectable either through line (57) to a water storage tank (55)
which in turn is connected to a storage tank (73) for a surfactant to deliver an aqueous
liquid containing the surfactant for supply by the pump (54) to the foaming device
(52). The pump (54) is also selectively connectable to a further tank (56) for containing
methanol. The foam generating device (52) has a foam outlet line (60) connectable
to supply foam to the main gas lift pipeline (13) at a pressure sufficient to effect
displacement of residual water therein by a method in accordance with the invention.
[0032] Liquid surfactant and water is supplied to the foam generating device (52) to produce
a pressurized, high expansion nitrogen foam which is introduced into the pipeline
(13). One of the characteristics of nitrogen foam is its ability to continually reform
and regenerate itself. For this to occur though, the foam is displaced continuously
in turbulent flow through the pipeline.
[0033] As the foam is rapidly pumped through the line, the bulk of the water accumulation
in the pipeline ahead of the foam will be swept forward by "piston" displacement in
accordance with the aforesaid "second mechanism". Residual water will become entrained
by the foam where surfactant dilution enables some of the foam generating chemical
to become mixed with the free water in the line in accordance with the aforesaid "first
mechanism". The surface tension of the entrained fluids are lowered, enabling them
to foam and be carried out of the vessel.
[0034] This mixture of displacement and entrainment is used to dewater the pipeline (13).
Any small items of loose debris will also be carried forward and removed from the
line by the viscous, turbulent flow. After completion of this process the pipeline
is essentially filled with a water/surfactant foam. A pressurized high velocity flow
of nitrogen gas is passed through the pipeline to foam up the liquid with surfactant
therein and then to remove the bulk of the foam.
[0035] Once the majority of the bulk water has been removed, the residue of the foam is
displaced by a methanol foam when methanol from tank (56) is supplied by pump (54)
to the foam generating device (52). This foam is injected down the length of the complete
line, to create turbulence in some of the residual water causing it to foam and to
be physically displaced. The bulk of the foam remains in the pipeline and is then
allowed to decompose into its liquid and gas constituents in the pipeline. Any trace
water still present is dosed with the methanol, helping to prevent hydrate formation
once hydrocarbon gases are injected into the line. The required amount of methanol
in the foam is influenced by the volume needed to dose the water remaining in the
pipeline to a sufficiently high concentration in order that hydrates are prevented
from forming under the pressure and temperature operating conditions of the pipeline.
[0036] The nitrogen foam can be injected in the line from the platform, immediately after
the determination of free fluids has been undertaken. All of the equipment can be
platform based subject to size limitations enabling this operation to be undertaken
and the results evaluated prior to calling for a vessel with the relatively large
quantities of methanol to be used.
[0037] In the above described application of a method according to the invention, no pigs
are used due to the nature of the pipeline. However for debris pick-up and chemical
operations, a pig may be used in the pipeline to separate fluids and gases from the
foam.
EXAMPLE
[0038] The following is a specific practical example of a procedure for carrying out a method
according to the invention for dewatering a main gas lift pipeline, in accordance
with Fig. 1, approximately 8 miles long and nominal 8 in. O/D and a production test
pipeline.
[0039] The gas lift pipeline is a multi-diameter pipeline. The following table gives examples
of diameter variations thereof:-

[0040] The line needed to be fully dewatered since the pressure of free liquids in the system
caused hydrates to be formed in the gas lift line, as soon as hydrocarbons were injected,
resulting in total blockage of the line.
[0041] A previous attempt to dwater the line using gelled polymer pigs, displaced by gas,
had been unsuccessful, as the line was not suitable for this technique for two reasons.
First, the line has numerous changes in internal diameter, and also has probes and
other internal projections which cause the break up of the pigs. Secondly, the use
of gas as a displacing medium would have resulted in only partial displacement of
the gel. A mechnical pig is usually required to back up a gel pig to reduce gas breakthrough
and therefore prevent gel being left in the line. This resulted in as much as 15%
of the line volume being left full of water.
[0042] The sequence of the dewatering method in accordance with the method used to dewater
the pipeline is as follows. A first phase in which a nitrogen purge of the pipeline
was carried out to purge hydrocarbons, to carry out pressure/volume correlations to
indicate the volume of liquids left in the line, and to identify maximum flowrates
through any chokes and see if this will be an obstacle to carrying out the planned
foam displacement method. A second phase in which dewatering of the pipeline is carried
out using aqueous foam to effect bulk dewatering of the gas lift line. A third phase
in which methanol foam is passed through the line to dose the entire length of the
gas lift line with methanol. A fourth phase in which gas lift is commenced into the
well (12) at the remote subsea production facility, leading to startup of production
from the well (12).
PHASE 1 - NITROGEN PURGING
[0043] During the gas lift line purge, a total of 255,600 scf nitrogen was used. A further
15,000 scf was used in the second series of pressure/volume tests (the first series
of tests had been carried out at the start of the purging phase) and in the final
stage where gas was flowed at high rates in order to establish constraints imposed
by the pipeline geometrical configuration, 215,000 scf was used. The total nitrogen
therefore consumed in the whole of Phase 1 was 485,600 scf (i.e. 4-tanks).
[0044] The nitrogen purge was carried out at pressures of between 150 and 210 psia at the
main platform end of the gas lift line. Flowrates averaged 300 scf/min. and the temperature
of the pipeline was about 40°F (4°C).
[0045] The pressure/volume relationships worked out for these tests gave an estimated liquids
content of the gas lift line of the order of about 250 bbl or about 10% liquids content
in the gas lift line, but this could be higher, e.g., possibly up to about 20% liquids
content.
[0046] At the end of the purging phase at least 250 bbl water were still in the gas lift
line to be removed. Straight dosing with methanol would be impractical, both in the
volume of methanol required and in the ability to dose with sufficiently high concentrations
at the end thereof at template (11).
PHASE 2 - AQUEOUS FOAM TREATMENTS
[0047] Two aqueous foam treatments (Case 1 and Case 2) were carried out because the first
was prematurely terminated in order to fully open up the chokes in the gas lift line.
The restriction presented by these was considered too great for the passage of liquids
whilst at the same time maintaining sufficient foam velocity in the line.
[0048] In these treatments, the surfactant used was SF12 (NOWSCO) which is an ammonia salt
of an alcohol ethyoxylate sulphate. This surfactant is available from NOWSCO WELL
SERVICES (UK) Limited.
[0049] Figs. 3 and 4 graphically illustrate the pressure in the gas lift line at the main
platform end thereof, during the two treatments respectively.
[0050] Immediately after the start of pumping in Case 2, there was a small fall-off in pressure
which is attributed to the head of the foam as it progressed down the riser (15).
The effect is more apparent in Case 2 than Case 1. A high concentration of surfactant
(10% of liquid volume) was used in the lead foam with the view that this would be
introduced into any liquids at the base of the riser (15). A neat 5 gallon slug of
surfactant was dumped into the system at the start of operations for the same reason.
[0051] This was followed by a sharp increase in pressure at the main platform end, the rate
of which was greater in the first case than the second. This accords with a pick up
of liquids in the gas lift line at its lowest point at the base of the riser. It would
be expected that less liquids would be present (if any) in Case 2 than Case 1 and
the pressure response seems to confirm this.
[0052] When the rise in pressure went above 300/400 psi liquid pumping was stopped to allow
the system to stabilize and nitrogen was used on its own to maintain foam velocities.
This procedure was repeated throughout the programme whenever pressure peaking occurred.
The rates of liquid injection, surfactant concentration and gas flow were individually
varied in response to system performance.
[0053] In Case 2, a more controlled response was maintained as is shown on the graph of
the pressure responses. This is thought to be the result of two factors - less liquids
in the line and better control technique of the process.
[0054] In Case 1 when pumping was finally stopped (marked as Point A) the gradual fall-off
in pressure over the following few hours was indicative that liquid was flowing through
the chokes. It was here when it was decided to open up the chokes fully and make provision
to vent to sea. Both these operations needed diver intervention.
[0055] The response of pressure at the template end of the gas lift line, shows the restriction
in flow caused by the chokes more clearly. Figure 5 is a graph of recorded values
and a clear change in gradient is seen which would be expected with a change in phase.
[0056] In the second aqueous foam treatment (Case 2) , the surfactant concentration in the
foam was increased to try and compensate for lower velocities caused by the choke
restrictions and to take advantage of the successful way the technique seemed to perform
in the first run where the foam clearly seemed to be doing its job most effectively
and holding together well.
[0057] The gas lift line was vented to the sea. Foam generation was stopped and nitrogen
at about 3000 scf/min for 20 minutes was pumped to try and maximize turbulence and
achieve as much foam regeneration as possible.
[0058] The slug catcher was emptied in batch-mode four times during the aqueous foam treatments.
Of these, the first two batches were all oil but the last two were nearly all water.
The base sediment and water (BS&W) readings were 0%, 3%, 100% and 98% respectively.
An estimated 300 bbl of water was removed. Further water remained in the test line
and was recovered in Phases 3 and 4.
Summary of Phase 2 Parameters (Aqueous Foam Treatment)
[0059] Initial Pumping Pressures of Foams - 200 psig but variable in response to system
performance Ambient Temperature of Pipeline - 40°F (4°C).

[0060] The results showed that foam was sufficiently stable to displace liquids in a piston-like
manner, and the regenerative ability of surfactant that "dropped out" appeared satisfactory.
[0061] Overall the treatment was successful and the gas lift line was substantially free
of bulk water.
PHASE 3 - METHANOL FOAM TREATMENT
[0062] A similar equipment configuration was used in the preparation of the methanol foam
as for the water-based foam. The following logistical and safety aspects are worth
noting:
[0063] The methanol foam was mixed and pumped at the lowest pressures the system would allow
in order to maximise velocities for a given nitrogen injection rate and to ensure
the flowrates were within the capacity of the gas lift chokes. The starting pressure
was about 100 psia and about 350 psia at the end of pumping. The treatment was sufficiently
controlled that no peaks occurred in the pressure response which was one indication
that the line was substantially clear of liquids.
[0064] No pressure rise was noted at the template end until the foam arrived. Figure 6 shows
the pressure responses.
[0065] Since pressures across the chokes responded clearly to liquid flow as opposed to
gas, a liquid slug of methanol could be introduced into the foam and could be detected
at the template end of the gas lift pipeline. A sharp increase in pressure occurred
almost exactly when it was predicted that the slug would reach the template, as indicated
in Fig. 6. At this time, the system was closed in for several hours and the foam allowed
to break. The foam treatment had succeeded in placing a highly concentrated methanol
solution exactly in the zone where it was most needed (blind ends, low points etc.
in the template pipework) and ready for the start of gas lift operations.
[0066] This neat methanol slug (12 bbl) was introduced some 30 minutes after the start of
foam pumping, when progress had been estimated at 8200 ft along the gas lift line
(at 100 psi). The line is some 42,000 ft long and the pressure response occurred at
a point when progress was estimated at 48,000 ft (180 psi). Almost exactly at a calculated
42,000 ft, the pressure recorders at the template showed a small (10-15 psi) jump
in pressure which was attributed to the foam phase now passing through the choke.
This point helped to confirm that the liquid phase at the template was, indeed, methanol
rather than further water which had been pigged out.
[0067] Just prior to closing-in the system a second methanol slug (12 bbl) was pumped with
the view to placing it at the bottom of the riser to dose any liquids that may collect
in that location whilst the line was left.
SUMMARY OF METHANOL FOAM PARAMETERS
[0068]

[0069] The surfactant used was a methanol foamer called FC431 available from the 3M Company.
It is a fluoro-carbon methanol foamer. The foaming agent is generally present in an
amount of about 1-25% (vol), e.g. 5% (by vol), of the liquid phase of the foam.
[0070] The absence of pressure peaks and the predictive way in which the gas lift line responded
to the methanol foam treatment points to the objectives of Phase 3 having been achieved.
The line had been dosed with methanol along its entire length and a liquid methanol
slug was in the template.
[0071] The way in which the calculated displacement was matched by the actual pressure responses
of the system confirms the line was free of bulk liquids and that the aqueous treatments
had succeeded.
PHASE 4 - STARTUP OF GAS LIFT OPERATIONS
[0072] Lift gas was introduced into the gas lift line at pressures up to 1750 psig.
[0073] Just under 12 hours had elapsed since Phase 3 was concluded, allowing ample time
for the methanol foam to break and drop out its methanol into any water left in the
line. Generally 4 hours would be considered a required minimum time.
[0074] A 12 bbl slug of methanol had been left at the base of the riser (15) at the conclusion
of the methanol foam treatment phase. A further slug of 20 bbls was introduced at
the start of hydrocarbon gas pumping to further treat any liquids that may have collected,
and also to fully saturate gas entering the line. Methanol dosing of the gas was started
at a higher-than-normal rate of 5 gal/min. This lasted for just under 7 hours.
[0075] Pressure build-up in the gas line was at the rate of about 30 psi every 10 mins,
with a gas flow rate of about 4 mmscfpd.
[0076] At first, pressure was built up to about 650 psi against the valve in the gas lift
line located where it goes onto the template and then against valve in the test line
as it exits from the template up to about 1100 psi.
[0077] In the event, gas lift started at the following conditions:
Main Platform Injection Pressure 1530 psia
Ring Main Pressure 1590 psig (reading high)
Gas Injection Rate 4.8 mmscfpd
Tubing Head Pressure 310 psig
[0078] The gas lift valve position in the well (12) is at 4110 ft BKB (540 ft).
[0079] Gas lift was confirmed by shutting in the gas lift line and monitoring well head
pressure. All these results are shown in Figure 7. In addition, much increased gas
flow was received back at the main platform (12).
1. A method for treating a pipeline which contains a residual amount of fluid in a
generally horizontal section or sections thereof, to displace the residual fluid therefrom,
which comprises:-
injecting into the pipeline a pressurized, high expansion foam having a high refoamability
and being compatible with said fluid in the pipeline section (s), which foam contains
an amount of foaming agent in excess of the minimum amount thereof required to generate
the foam;
advancing the foam through the, or each, of said pipeline sections in contact with
a layer of said fluid left therein to displace said layer towards a remote end of
the pipeline by entrainment caused by frictional pick-up of the layer by said foam
and to effect mass transfer of said foaming agent from said foam to said fluid;
discontinuing injection of said foam; and,
passing into the pipeline a pressurized gas to create turbulence in said fluid containing
said foaming agent, which is left in the, or each, of said pipeline sections causing
foaming of said fluid within the pipeline and to displace a substantial proportion
of the foam left within the pipeline from a remote end thereof.
2. A method according to Claim 1, wherein at least some of the bulk of said fluid
in the pipeline section(s) is displaced by injection of said foam into the pipeline
to establish a transverse foam/fluid interface which is advanced through the pipeline
at or above a minimum velocity required to maintain said interface thereby to displace
the bulk of said fluid from said remote end of the pipeline leaving said residual
amount of said fluid in the pipeline which is treated as aforesaid.
3. A method according to Claim 2, wherein the interface is advanced at a velocity
of about 3 - 15 ft. per second.
4. A method according to Claim 3, wherein said interface is advanced at a velocity
of at least 5 ft. per second.
5. A method according to any of Claims 1 to 4, wherein the gas/liquid ratio (by volume)
of said foam is at least 75%.
6. A method according to Claim 5, wherein said ratio is at least 98%.
7. A method according to any of Claims 1 to 6, wherein said pressurized gas is the
same as that of the gaseous phase of said foam.
8. A method according to any of Claims 1 to 7, wherein said pressurized gas is selected
from the group nitrogen, air and gaseous hydrocarbons.
9. A method according to any of Claims 1 to 9, wherein said foam is an aqueous foam.
10. A method according to Claim 9, wherein the liquid phase of said foam contains
about 1 - 15% by volume of said foaming agent.
11. A method according to Claim 10, wherein the liquid phase of said foam contains
about 3 - 10% by volume of said foaming agent.
12. A method according to any of Claims 1 to 11 including the further step of injecting
into the pipeline a pressurized foam containing a treatment agent to displace residual
foam left in the pipeline, and then allowing the foam to decompose in the pipeline
to deposit the treatment agent within the pipeline either on the pipewall or in solution
with any liquids remaining therein.
13. A method according to Claim 12, wherein the treatment agent comprises at least
one of methanol, iso-propyl alcohol and corrosion inhibitors.
14. A method according to Claim 13 wherein said pressurized foam containing a treatment
agent has a liquid phase which contains at least about 75% by volume of the treatment
agent.
15. A method according to Claim 13 or Claim 14, wherein said pressurized foam containing
a treatment agent has a liquid phase which contains about 95% by volume of the treatment
agent.