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7/24/2019 Tarea 21_00080919]_25 ABRIL
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Copyright 2003, Society of Petroleum Engineers Inc.
This paper was prepared for presentation at the SPE Production and Operations Symposiumheld in Oklahoma City, Oklahoma, U.S.A., 22 –25 March 2003.
This paper was selected for presentation by an SPE Program Committee following review ofinformation contained in an abstract submitted by the author(s). Contents of the paper, aspresented, have not been reviewed by the Society of Petroleum Engineers and are subject tocorrection by the author(s). The material, as presented, does not necessarily reflect anyposition of the Society of Petroleum Engineers, its officers, or members. Papers presented atSPE meetings are subject to publication review by Editorial Committees of the Society ofPetroleum Engineers. Electronic reproduction, distribution, or storage of any part of this paperfor commercial purposes without the written consent of the Society of Petroleum Engineers is
prohibited. Permission to reproduce in print is restricted to an abstract of not more than 300words; illustrations may not be copied. The abstract must contain conspicuousacknowledgment of where and by whom the paper was presented. Write Librarian, SPE, P.O.Box 833836, Richardson, TX 75083-3836 U.S.A., fax 01-972-952-9435.
AbstractThe West Hewitt Penn Sand Unit, a waterflood in southern
Oklahoma, has utilized progressing cavity pumps (PCP) sinceSeptember 1988. Producing zone depth is approximately
2100’ with PCP producing rates of 200 to 1100 BPD per well.
Through an evolution of PCP configurations and designs a 4+
year pump life can be expected, with only minor repairs.Adjustable rates at the surface, low capital costs, low repair
costs and high electrical efficiency are the attractive
characteristics of this artificial lift method. Improvedidentification of elastomer compatibility with reservoir fluids /conditions; improved prediction of stator-rotor fit over time;
and reduction of top rod / drivehead breaks are the remaining
challenges to improving PCP performance.
IntroductionProgressing cavity pumps have been around since Rene
Moineau in France first described a new simplified pump/
compressor in 1930, which consists of only one moving part1.
These non-pulsating pumps are very efficient (mechanical and
volumetric) and can pump viscous, solid laden and gaseous
/multiphase fluids. Their use in the oilfield first began in the
Canada and California heavy oil fields. Their use has evolvedfor lighter crude oils, deeper and higher temperature
applications, high water cut oil wells, water wells and
dewatering coal bed methane wells.
PCP theory and design considerations have been discussed
sufficiently in the literature1,3-13
and will not be reviewed
here. However, as mention in most all of the referenced papers, the elastomer is the ‘Achilles’ heel’ of the PCP system
(11). It provides the important function of providing the
moving seal lines of the pump. Newer PCPs appeared wellsuited for the moderate rates, shallow depth / pressure, high
water-oil ratios and lighter oil composition found in southern
Oklahoma waterfloods. PCPs are also highly favorable due totheir adjustable rates at the surface using sheaves/ belts,
hydraulics or electrical variable frequency controllers (VFCs);
surface electrical motors instead of downhole motors for
cheaper initial installation, low repair and replacement costs;
high mechanical and volumetric efficiency for lower operatingcosts; lower initial and repair cost of the downhole equipment
and installation; field personnel familiarity to most equipment
elements (rods, gears, motors…); and parts / repair
availability.
Producing Property The West Hewitt Pennsylvanian Unit is located in sections17,18,19,20 of Township 4 south and Range 2 West in Carter
County, Oklahoma, USA. See Figure 1. The 2100’ depth field
was discovered in 1939 with most of the 58 wells now in the
unit (105 wells in the field) drilled within 6 months2. Well
spacing is now 2.5 acres per well. Rotary rigs were utilized for
the drilling to the top of the producing zone; with cable tool
rigs mostly used for completions- the original underbalanced
completion method! In all wells, 7” casing was set to the topor through the zones of interest. Nitroglycerin blasts were
commonly used to stimulate production in the open-hole
sections with slotted 5.5” liners then installed. Initial
production rates up to 2500 BOPD per well (Herrell “A” #8)were obtained. However, by 1968, production had declined to
marginal levels and a waterflood was initiated to increase
production. Currently the field produces an average of 4BOPD per well (range of 1-8 BOPD per well) and 320 BWPD
(range of 50-1200 BWPD per well) with a 77 field average
Water-Oil Ratio (WOR). The field has produced over 2.6
million barrels of oil and 97 million barrels of water since thewaterflood began.
The producing Pennsylvanian sandstone is a steeply dipping(1000-1200’ per mile) fairly symmetrical anticline structure
with a northwest to southeast axis. It is bound by the HealdtonField to the west and the Hewitt Field to the east. The zone
contains over 200’ of net pay in most wells, mostly in 2 zones(Upper and Lower) of the 3rd Hewitt Sand at a 2100-2300’
depth. Oil gravity is 33.5o API with only a mild paraffin
tendency and a sulphur content of 0.65%. Produced water
composition averages 130,000 ppm TDS, 6.0 pH, 30,000-ppmtotal hardness. The water has some carbonate and iron sulfide
scaling tendencies. The field water cut is about 98%.
Reservoir pressure is about 50% of its original pressure or
SPE 80919
Fourteen Years of Progressing Cavity Pumps in a Southern Oklahoma WaterfloodKenneth D. Oglesby, SPE, Oak Resources, Inc.; Jose Luis Arellano, SPE, Petroleum Experts Limited; and Gary Scheer,SPE, Advanced Rotary Pump Systems, Inc.
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slightly less than 500 psi. Well Productivity is about 1.3
barrel / day / psi.
The waterflood began using the existing conventional beam
pumping units with some replacements by larger beam units as
production rates increased. By early the 1970’s some beam
units were replaced with downhole electrical submersible
pumps (ESP) capable of rates exceeding 2000 BPD. ESPs usein this field was exceptionally successful in obtaining long run
years, but were inflexible on rate and expensive to operate. By1988, the increasing field WOR, sharp drop in the oil prices in
1986, high electrical rates, and high ESP capital and repair
costs forced a study into other artificial lift methods. PCP’s
were identified as a potentially good replacement lift methoddue to their targeted producing rates (between the larger beam
units in the field and the smaller ESPs) of 400+ BPD with the
flexibility and cost saving characteristics desired.
In September of 1988, Oak Resources began to install PCPs inseveral wells within the field. Well selection requirements
were: production rates- 400 to 1200 BPD; well productivityhigh enough to allow the dynamic fluid level over the pump to
be 200+’as a safety cushion to prevent the pump from
pumping “dry”; very highly efficient surface motor; and
adjustable rates. No other initial design requirements were
made. Produced fluids and field chemicals were sampled andtested for elastomer compatibility and pump design. To date,
ten (10) wells have utilized these pumps with increased
reliability and efficiency.
Comparison of Artificial Lift Methods In 1996 an in-depth comparative study of artificial lift
methods in this field was conducted as part of a MastersDegree Program at The University of Tulsa. A BMI power
profiler was used to conduct these tests and obtain the powerconsumptions from seven (7) wells in this field. The fluid
levels and flow rates of the oil and water were obtained from
field equipment. Data at multiple rpms/rates were obtained onthe PCPs. A mathematical computer model was proposed to
predict the performance of the PCPs, beam units and ESPs
based on this and other data. The data obtained in this study isgiven in Table1.
From this field data, kilowatts and mechanical / volumetricefficiencies were calculated for each installation. See Table 2.
It was seen that PCPs were 43% more volumetric efficient
than ESPs and 169% more than beam units. PCPs were
calculated to be 11% less mechanically efficient than ESPsand 16% more efficient than beam units. On a power per
barrel (kw/bbl) basis, PCPs were 35% more efficient than
ESPs and 5% more than beam units. These higher efficiencies
for PCPs were in the same direction as an earlier study by
Saveth (6), which showed almost a 50% efficiencyimprovement with PCPs over ESP and beam units. These
higher ratings translate directly into daily electrical savings.
The original OAK study in 1988 estimated PCP installation
costs roughly 25% less than ESPs or conventional beam units
for the same desired midrange (400-800 BPD) production rate.
These savings were confirmed by Saveth (6). While it was
found that the average annual intervention costs are higher for
PCPs, their flexibility and lower electrical costs outweigh this
factor in this field.
PCP Design and Configuration The basic elements of a PCP application in the West Hewitt
Penn Sand Unit are: rotor, stator, rods, tubing, drivehead/
backspin brake, sheaves/ belts, electrical motor and electricalcontrol box. See Figure 2. Each component will be discussed
separately:
Single chrome coated rotors were initially used with later
double chrome coatings and stainless steel rotors preferred
now. Low pH is a problem for chrome coatings, however the5.9-6.0 surface pH did not appear to be a major problem to the
chrome, although some pitting was occasionally seen. Rotor
breakage was minor and was normally a symptom of an
elastomer swelling problem. Undersized rotors were used asswelling of the elastomer was identified. On worn rotors,
wear (rusted steel showing through the chrome) was seen on
the crests at the seal line. Some earlier worn rotors were re-chromed, but this is not recommended due to the loss of crestdimension and resultant lower efficiency.
Stator can be identified by their configuration (lobe count anddesign), stages (for depth) and elastomer. Stators with
1:2 stator lobe configurations and low acrylnitrile (Buna-N)
elastomer elements were originally used. Lab compatibility
tests and the manufacturer’s experience showed no concernfor swelling using the base Buna-N elastomer for this
application. However, swelling did occur over several months
and higher acyrlnitrile elastomers were needed. However, this
change alone did not solve the problem, since ‘high nitrile’ is
not standard over the industry and other manufacturer “highnitrile” pumps still excessively swelled. Therefore, elastomer
composition, in addition to acyrlnitrile, may also be an
important criterion. Only one manufacturer was found to havethe needed elastomer composition of the 4 tried.
Stators diameters began with a 4.5” OD but quickly went to a
3.5” OD high volume design which is the current preferreddesign. All but one PCP had the 1:2 lobe design- the preferred
design currently. A multilobe (5:4) ‘high’ nitrile PCP was
recently tried in well WW2, but vibration, rotor breaking, and
stator back off caused an early termination. Such higher lobecount PCPs are commonly used in drilling wells and are called
downhole ‘mud’ motors. It is possible that the ‘high ‘ nitrile or
the elastomer composition was not suitable for this application(seen before) and it was not a multilobe problem. No further
data is available on this PCP lobe style in this field.
A stop pin is in a sub below the stator and is used to space the
rotor within the stator. This spacing is dependent of the pumprotor-stator fit, depth and rod size. If the rotor is spaced too
low in the pump, the rods will stretch and the rotor will ride on
the pin, causing high vibration. This was seen early in the use
of these pumps, but was quickly remedied.
New rods were used with no rod centralizers in all original
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SPE 80919 3
installations. Most all applications used a 7/8” rod string with
one 1” rod just below the drivehead and one 1” rod
immediately above the rotor. For smaller pumps, ¾” rodstrings were successfully used. No unusual rod wear was seen.
Later, tested rods were used with no adverse affect. Rod
breakage was a continuious, but relatively low cost, problem
in that it normally was the rod / crossover just below the
drivehead that would (body) break. Pony rods were putfurther into the string and on bottom. Pony rods would be
alternated when pulled to move rod-tubing wear points. The possible cause and remedy of these rod / crossover breaks will
be discussed later.
Used tested J55 or N80 tubing was utilized in all PCPapplications with no anchor. Anchors were later installed on 2
wells with PCPs styles/designs that proved to have high
vibration problems- the smaller, high rpm pump designs and
the multilobe pump designs. No other excessive tubing wear
or holes were found to be a problem over the full 14-yearexperience. Weak tubing threads caused problems in 2 wells
with high swelling/ vibration pumps. Makeup torque was keptthe same as with other lift methods with few back off
problems. All installations had a larger OD bottom tubing pup
joint (same size as the stator) above the stator. Some joints
were ‘Baker-Locked’ to the stator of specific pump types after
particular problems due to torque or vibration.
Two drivehead sizes, both with solid straight shafts and grease
inserts, were primarily utilized-
12,300 lbs thrust load / 450 ft-lbs brake torque limit28,000 lbs thrust load / 450 ft-lbs brake torque limit.
Most driveheads were purchased new, but rebuilt / exchanged
heads were utilized after the original purchase. This reuse mayconribute to some of the recent drive problems. A move has
been underway to convert to the newer oil bath and hollow roddesigns. Stuffing box / packing leaks did cause some
environmental problems with sudden ambient temperature
changes contributing to the problem. Teflon packing helpedreduce this problem, but not completely. Drain tubes from the
drivehead cavity around the stuffing box back into the tubing-
casing annulus helped keep minor leaks controlled.
Pumper training is critical to maintain PCP drivehead grease
lubrication. Several drivehead failures were seen in early2002 due to poor lubrication. This may not be as critical in oil
bath installations.
Backspin brakes (BSB) are installed on the drivehead tocontrol the backspin of the rods and sheaves during shutdown.There is danger in the stored energy in the rods (torsion /
spring) and fluid head in the tubing which can cause the rods,
drivehead shaft and connected equipment to reverse spin at
uncontrollable, damaging and unsafe speeds when released.The excessive speed of this reactive backspin can exceed the
strength of the commonly used cast iron sheaves, causing
disintegration and danger to any person nearby. Backspin brakes are installed in all current drivehead models to slow
(not stop) the backspin and prevent this excessive and
dangerous reaction. In addition, if the pump is fully stuck in
the stator and the fluid head in the tubing does not equalize
before the rig crew removes the drivehead, a dangerous
backspin can occur with no brake and with only the elevators
attached.
Sheaves and belts were used to connect the electric motor to
the drivehead shaft. This simple method was found effective
to adjust pump rpm to maximize production rate while
maintaining a safe 200+’ fluid head over the pump suctiondepth. Power bands with less tension are now used on most
applications. No VFCs were used in the field due to the highexpense. Pump off controller were not used since the
dynamic fluid level over the pump suction was kept
sufficiently high.
Only premium efficiency, low slip (”B”), 1200 rpm, TEFC
electrical motor s were used. Mostly 20 hp motors on the
standard applications, but 10hp on the smaller pumps and
rates. Even the larger pumps (1200 BPD) used only 20 Hp
motors. Only the existing electrical control boxes were used.
Operating Considerations Severe and fatal stator elastomer swelling that can take up to 1
year to occur with symptoms of high torque, cause rod parts
and pump seizing. Reducing rotor size did not always correct
the problem.
Separate from the swelling issue, all pumps designs had rod,
pony rod, crossover connection or shaft break problems,
mostly right below the drivehead. It was originally felt that
this was due to poor drive shaft to well rod alignment. Anymis-alignment of the drivehead shaft with the rods would
cause stress on the top rod, connection and/or shaft with every
revolution. The accumulation of this stress/ flexing is knownto cause fatigue and failure. To solve this perceived problem,
driveheads were flanged instead of screwed onto the tubing;the drive shaft and drivehead body were then aligned to
vertical with a bubble balance; and the drivehead-motorassembly was supported by cables and steel frames. While
these steps reduced the breakage problem, it still exists at a
reduced level today.
Another potential cause of this problem is rotor movement
(horizontal and vertical) within the stator during pumping
causing severe (fixed end point) vibration in the rod string tothe surface fixed end. In pumping heavy oils, this vibration
may be dampened by the more viscous fluid. Also, if the rotor
is not spaced out in the stator properly, the rotor’s bottom tip
can ride on the stop pin, causing severe vibration. This lastcause was not thought to be a factor problem durrently. A
possible solution may be a short rod made of a semi-flexible,
high strength material, such as a titanium or composite
material, installed immediately below the drivehead.
Occasionally, ‘swelling’ occurred possibly due to a solid, such
as an iron sulfide or carbonate scale, becoming impacted into
the elastomer at the suction end. This was rare, butdemonstrated in a stuck pump when an undersized rotor was
cut off 2’ and successfully reused in that same stator.
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4 SPE 80919
Wells in which ESPs had very long runs there was a problem
due to large solids buildup in the casing. These wells required
bit cleanouts, circulation and acid before a PCP could be run.PCPs do not pump non-liquified solids very well.
Some pumps had pressure/rate surging problems on startup
due to too tight a rotor fit (due to swelling) or solids build-up
in the pump. Circulating a surfactant (soap) in the well oftenreduced or eliminated this problem.
As with most equipment, PCPs have trade offs between- low
cost, high efficiency or long life. Rarely can all three be
obtained. Larger pump sizing for a lower rpm and a longer
life costs more upfront. A smaller pump with a higher rpm, but shorter life, allows for higher pump efficiency at a lower
cost. Delpassand (12) recommends that since “wear is
assumed proportional to speed squared” it is better to have a
larger pump for lower speed, with more stages for extended
wear. This design may also allow a looser rotor-stator fit forfurther long life. Also note that fewer interventions means
rod-tubing wear points remain the same for longer periodsalthough at a lower rpm. All versions have been used in the
field with no preference formed.
Normal monitoring of the PCPs was done by obtaining
individual well tests using a portable tester; dynamic fluidlevels using a sonic fluid level machine (digital and
analog/strip); volts and amps per leg using a standard volt
meter; and a surface pressure gauge. This data was evaluated
oby itself and used to calculate 3 parameters for monitoringthe wells:
FAP (fluid over pump)= pump depth–dynamic fluid depth;Q/A =total flow rate / average amp; and
VolEff (volumetric efficiency)=(actual rate/rpm) / (designrate / rpm)
These calculated parameters were different for every well andevery installation, but once a successful installation was
obtained these parameters were used to monitor performance.
FAP was monitored to ensure that the pump would not operatewith insufficient fluid and to monitor pump rate. Q/A was
used to indirectly monitor electrical efficiency and torque.
VolEff compared the actual produced volume to the expectedtheoretical volume at that rpm. A sudden change in any
parameter was cause for concern and investigation.
PCP Statistical InformationThe life expectancy of the stator and drivehead were evaluated
using the history available. It should be strongly noted that
the rotor life, drivehead life and the number of interventions,
much less the full installation life, is strongly dependent on thePCP type, ELASTOMER suitability for the application and
the stator-rotor fit.
Stator life was determined by counting the service days
between run-in and pull-out. Rotor life was not determined in
that rotors were harder to keep track and was too dependent on
the stator/elastomer fit. Drivehead life was counted as number
of service days between any repair or exchange. An
intervention was determined to be any event that affected to
well performance, other than sheave changes.
An Event Code was devised to roughly represent the
production loss and overall cost for any level of work required
during the life of a PCP installation. These weighted Event
Codes are summarized with examples in Table 3 below.
Table 3
Event Code Description & examples
0 initial installation of rotor and stator
1 minor rig or sheave change
2 rod part3 replace rotor
4 exchange or repair drivehead
5 replace rod string or tubing leak. Any fishing
6 replace stator
7 replace tubing string8 replace rotor and stator
9 pull all equipment- end PCP pumping
A summation of the Event Codes (i.e. weighted interventions)
for a given stator installation, between the original stator
installation and final pulling, reflects the amount of well
problem during the run. This total weighted intervention costcan be ‘normalized’ by dividing by the number of service days
in the run to allow for a comparative analysis of the success of
each installation. Thus-
‘normalized’ weighted intervention= sum of all run weighted
Event Codes *1000/ # run service days
Stator run life data is shown plotted in Figure 3, stator service
days in the run versus the year of installation. Note that wellswith very recent installations were adjusted with an additional
150 days of life. From this data it was determined that theaverage life of a stator is 3.84 years and has not changed much
over time. However, two separate trends are seen in this data,
a relatively flat / lower trend and an increasing/ higher trend.
This upper trend is reaching 7 years per stator run while thelower trend is holding at 1.5 years. The significant factors
affecting each trend have not yet been determined. Some of
the variation and failures seen in this data were the result ofexperimenting with various pumps styles and types. This
selection process has matured and fewer failures are now
expected.
Average calculated weighted interventions (betweeninstallation and pulling of the stator) have decreased from 20
to about 10 currently. Stuck pumps were the cause of the high
count early in the process. Drivehead and some tubing
problems are the cause of the higher current interventions.With the change to the selected elastomer and newer
drivehead types, these problems will further diminish.
Average service life (between repairs or exchanges) of a
drivehead is over 2.5 years, with a maximum of over 9 years.
The use of rebuilt and not new driveheads saved significant
money, but contributed to this lower lifespan. The newer and
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SPE 80919 5
higher capacity driveheads now converting to will help
increase this life expectancy.
PCP Wish ListBased on the history and the current status of the PCP
installations in this field, the following future improvements
would extend PCP installations life, use and reduce
interventions:1. Standard swell tests are inadequate. Better and quantative
elastomer composition and compatibility testing attemperature, pressure and fluids (oil and water) of the
application is needed. Manufacturers should stand behind
the elastomer recommendations from these tests;
2. Better drivehead to well/rod string alignment method isneeded- or prove that alignment is not a serious problem;
3. Design a pony rod or crossover for immediately below the
drivehead made of a semi-flexible, high strength material,
such as titanium or a composite;
4. 100% testing by the PCP manufacturer prior to shippingwith all test results provided to the customer. Where
possible, the testing of the matched rotor and stator should be done at operating pressure and temperature;
5. Driveheads that are easily installed and removed, easily
aligned and with improved shaft seals to prevent
environmental problems;
6. Emergency fluid catch basin installed in/below thedrivehead seal with a drain into the annulus for leaks.
Conclusions1. PCPs are efficient and low cost alternatives for artificial
lift in southern Oklahoma waterflood wells. Electrical
power savings are 5% below beam-rod units and 35%
below ESPs for comparable production rates. Initial PCPinstallation cost savings are about 25% below beam-rod
units or ESPs for the same production rates.2. Elastomer swelling is a critical concern and must be fully
studied in the lab and field implementation. Elastomer
swell and rotor fit must be customized for each area.Swelling can take many months, showing symptoms of
high startup torques, rod breaks and pump siezures.
3. Rod or drivehead shaft failures are unresolved problems.This is not a major cost problem in this field, but in other
areas it may represent a serious limitation.
4. Applicability of PCPs in other fields should be carefullytested, since elastomer suitablilty and stator-rotor fit can
vary from field to field and well to well.
AcknowledgementsSpecial thanks must go to field personnel Mark Wilson andDavid Howerton for their attention, recommendations and
patience in the evolution of these pumps to make them
successful. Also thanks to Robbins and Myers for standing
behind their product on several occasions and for having theonly low cost elastomer composition that proved effective.
References1. Arellano, Jose Luis; “Field Comparison of Efficiency of
Progressing Cavity Pumps, Beam Units and Electrical
Submersible Pumps”, Masters Thesis in Petroleum
Engineering, The University of Tulsa, 1997.
2. Neustadt Jr., Walter; “West Hewitt Field, Carter County,
Oklahoma”, V1 of Ardmore Geological Society,Petroleum geology of southern Oklahoma symposium,
p162-173, February 1956
3. Lea, Jim and Anderson, DG, “Optimization of
Progressive Cavity Pump System in the Development ofthe Clearwater Heavy Oil Reservoir”, Amoco Canada and
Corod Manufacturing Ltd, 1987.
4. Saveth, Kenneth,” A Comparative Analysis of Efficiency
and Horsepower Between Progressive Cavity Pumps and
Plunger Pumps”, SPE 16194, March 1987, SPEProduction Operations Symposium, Oklahoma City, OK.
5. Saveth, Kenneth, “The Progressing Cavity Pump:
Principles and Capabilities”, SPE 18873, March 1989,SPE Production Operations Symposium, Oklahoma City,
OK.
6. Saveth, Kenneth, “ Field Study of Efficiencies Between
Progressing Cavity Pump, Reciprocating and Electrical
Submersible Pumps”, SPE 25448, March 1993, SPE
Production Operations Symposium, Oklahoma City, OK.
7. Clegg, JD; Bucaram, SM and Hein, NW,”
Recommendations and Comparisons for Selecting
Artificial-Lift Methods”, December 1993, Journal ofPetroleum Technology.
8. Samuel, GR and Saveth, Kenneth, “Progressing CavityPump (PCP): New Performance Equations for Optimal
Design”, SPE# 39786, March 1996, SPE Permian BasinOil and Gas Recovery Conference.
9. Samuel, GR and Miska, Stefan, “Analytical Study of the
Performance of Positive Displacement Motor (PDM):
Modeling for Incompressible Fluid”, SPE 39026, 1997,
Latin American Petroleum Conference, Brazil.
10. Olmos, DE; Ernest, HA; Villasante, JA; Johnson, DH;
Ameglio, AF; and Del Pozo, L; “Hollow Rods:Development of a New Technology for PCP”, SPE
69558, March 2001, SPE Latin American and Caribbean
Petroleum Engineering Conference, Buenos Aires,
Argentina.
11. Mills, RAR and Gaymard, R, ”New Applications for
Wellbore Progressing Cavity Pumps”, SPE 35541, March
1996, International Petroleum Conference & Exhibition
of Mexico.
12. Delpassand, MS, “Progressing Cavity (PC) Pump Design
Optimization for Abrasive Applications”, SPE 37455,March 1997, SPE Production Operations Symposium,
Oklahoma City, OK.
13. Dall’Acqua, Dan; Alhanati, Francisco; Matthews,
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6 SPE 80919
Cam;”PC Pumping System Design Considerations for
Light Oil Applications”, November 1997, SPE-MCS
Progressing Cavity Pump Workshop, Tulsa, OK.
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SPE 80919 7
Table 1 – PCP Well Information obtained during the 1996 Field Tests (1)
Table 2 - Calculated Well Information from the 1996 Field Test (1)
W ells and System Type
W ell Inform ation Units 1A 3A 5A 6A E G I
PCP PCP PCP PCP ESP Beam Beam
Pum p depth feet 2014 2022 2111 2108 2082 2064 2150Fluid D epth feet 1082 1574 1782 1603 1683 1504 1255Liquid Rate bbl / day 1042 288 587 510 1080 257 460
W ellhead Pressure psig 30 30 35 30 42 40 40Casing Pressure psig 0 0 0 0 0 0 0
Avg Am perage am ps 12.6 6 9.8 7.9 29.4 18.7 17.1 Volts volts 800 800 800 800 800 800 800Kilo-w att-hour 5.4 3.9 3.5 2.6 12.26 2.99 1.89Pow er Factor 0.92 0.9 0.99 0.8 0.87 0.79 0.8
Tubing Size inch 2.875 2.875 2.875 2.875 2.875 2.875 2.875
M echanical Efficiency % 88.0 75.0 91.0 85.0 95.1 73.0 73.0
Volum etric Efficiency % 54.8 48.0 59.0 75.0 41.4 18.0 26.0
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Wes t Hew itt Pen n Sa nd Uni t
S tator S erv ice L i fe
0
50 0
1000
1500
2000
2500
3000
8/11 /87 5 /7 /9 0 1 /31 /9 3 1 0/28 /95 7 /2 4 /9 8 4 /1 9 /0 1 1 /1 4 /04
Year o f In sta lla tio n
S e r v i c e D a y s
overa ll trend
improvem ent trend
Figure 3- Stator Service Life versus Installation Date
West Hewitt Penn Sand Unit
PCP Interventions
0
10
20
30
40
50
60
70
8/11/87 5/7/90 1/31/93 10/28/95 7/24/98 4/19/01 1/14/04
Year of Installation
W e i g h t e d N u m b e r o f
I n t e r v e n t i o n s
overall trend
Figure 4-Weighted Interventions per Stator Run by Installation Date
West Hewitt Penn Sand Unit
Drivehead Service Life
0
1000
2000
3000
4000
5000
08/11/87 05/07/90 01/31/93 10/28/95 07/24/98 04/19/01 01/14/04
Year of Installation
S e r v i c e D a y s
Figure 5- Drivehead Service Life by Installation Date