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Originally appeared in World Oil® AUGUST 2014 issue, pgs 43-50. Posted with permission. 
SPECIAL FOCUS: OIL COUNTRY TUBULAR GOODS 
Expandable liner hanger and packer exceed 
expectations for first deepwater well in Red Sea 
World Oil® / AUGUST 2014 43 
A newly developed, 
11¾-in., expandable liner 
hanger packer (ELHP) system 
made it possible to overcome 
the challenges of drilling Saudi 
Aramco’s first deepwater well, 
a rank wildcat in the Red Sea. 
ŝŝOPEYEMI ADEWUYA, SHRIKANT TIWARI, 
Saudi Aramco; and ABDULLAH O. ABDELWAHED 
and MAURILIO SOLANO, Baker Hughes 
When a wildcat is drilled in deep water, 
the challenge is magnified by the distor-tion 
and unpredictability of geopressure 
and temperature gradients produced by 
the presence of salt diapirs, and stressed 
pre- and post-salt formation layers. So, 
when Saudi Aramco drilled its first well 
in the Red Sea, a rank wildcat deepwater 
well, it was with the knowledge that the 
The 113/4-in. ELHP was deployed successfully 
after a short design and development cycle. 
well and casing designs would need to be 
robust enough to withstand all drilling and 
production loads, yet be flexible enough to 
accommodate possible variations. Many of 
the variations were unknown, because of 
the nature of the well, and the fact that it 
was the first in the deepwater Red Sea. 
The decision to work with Baker 
Hughes, to develop and deploy an 11¾-in. 
version of the TORXS ELHP, was based on 
the expectation that, to reach the proposed 
bottomhole depth, the wellpath would 
need to traverse a massive salt section, sub-tended 
by an unknown length of rubble 
zone. The ELHP was designed to meet and 
exceed requirements for this application. 
PROJECT BACKGROUND 
The Red Sea, which separates Saudi 
Arabia from Africa, is a fault depression 
that traverses 1,300 mi, from Suez in the 
north to the Bab el-Mandeb strait in the 
south, where it connects to the Gulf of 
Aden, and then to the Arabian Sea. The 
deepest waters are over 6,000 ft, and the 
seabed is rugged. Saudi Aramco drilled 
its first exploration well at a 2,100-ft water 
depth, approximately 48 mi off the west 
coast of the Kingdom. 
TECHNICAL CHALLENGES 
Because the well was a rank wildcat, off-set 
well information was nonexistent, and 
data from shelf wells drilled in the 1960s 
were insufficient for informed decision-making 
on temperature and pressure re-gimes. 
Formation tops and pressure pre-dictions 
were based on a pre-drill analysis, 
carried out on the basis of 3D seismic sur-veys. 
The presence of a massive Mansiyah 
evaporite salt bed was expected. Seabed 
geophysical analysis, 3D wide-azimuth 
seismic, and high-definition bathymetric 
surveys predicted several scenarios, that 
indicated a very soft seabed, varying esti-mates 
of the top and base of the salt layer, 
and different pressure trends, depending 
on the formation sequence below the salt. 
The project team was confident about 
the post-salt formation tops and salt thick-ness 
and, as a result, developed a success-ful 
well design and drilling strategy to the 
base of the salt layer. However, the pre-salt 
environment was less discernible. It is be-
60 70 80 90 100 110 120 130 140 150 
low the salt that the thin margin between 
pore pressure (PP) and fracture gradient 
(FG) occurs. The mud density exerts hy-drostatic 
equivalent to the drilling fluid 
column back to the rig. FG, which results 
from the overburden of sediments, starts to 
build, only below the seabed. Because salt 
has a high FG, it can be drilled with higher 
mud weight to handle possible creeping or 
inclusions. This geopressure continuum 
reverses in the rubble zone. Here, a lower 
FG is accompanied by high levels of losses. 
According to the Red Sea geological col-umn 
series, the Mansiyah salt is subtended 
by multilayered anhydrite-shale-anhydrite 
beds. This bedding sequence distorts nor-mal 
geopressure trends. Correspondingly, 
PP-FG prediction and mud weight (MW) 
selection for the exploration well would re-quire 
astute analytical and predictive geo-physical 
insights ahead of the bit, Fig. 1. 
To address the additional challenge of 
poor imaging and velocity contrast at the 
base of the salt layer, high-resolution verti-cal 
seismic profiling (VSP) surveys were 
acquired. The high-resolution VSP data 
were inverted for acoustic impedance; the 
acoustic impedance profile was converted 
to interval velocities; and, subsequently, 
the formation velocity profile was trans-formed 
to a PP prediction and minimum 
MW recommendation. 
The predictive utility and workflow 
of incorporating pressure sampling from 
a quad combo logging-while-drilling 
(LWD) tool, and VSP inversion for MW 
prediction and lithostratigraphic delinea-tion 
44 AUGUST 2014 / WorldOil.com 
20 in. 
were explored. The combination of 
VSP inversion and formation pressure tes-ter 
(FPT) pressure test points was highly 
instrumental in picking the PP regression. 
With some precision and operational pa-rameters, 
MW and projections to the PP-FG 
trend were adjusted on a timely basis, 
and as appropriate. 
Drilling strategies for this well needed 
to minimize equivalent circulating density 
(ECD) and surge pressures, which meant 
that real-time measurements of hydrostatic 
pressure and formation pressure would be 
required for quick decision-making. De-pending 
on formation characteristics and 
pressures, drilling a slim hole in thin-mar-gin 
sections of the well could be a contin-gency 
option, if any other casing had to be 
short-landed. However, an important well 
objective was to reach the planned depth 
without a slim hole. This objective could 
be achieved only with contingency liners. 
The most desirable solution was a liner 
system, that could be run in tight tolerance, 
provide required hang-off capacity, create 
minimum surge, and provide clear indica-tions 
of setting and disengaging the liner. 
EXPANDABLE LINER HANGER 
AND PACKER 
Expandable liner hanger systems in the 
7⅝-in. range have been deployed in deep-water 
wells since the 1990s. The ELHP 
system for the Saudi Aramco Red Sea well 
was developed to extend ELHP capabili-ties 
to handle hydraulics and large-sized 
formation evaluation tools, as well as sub-sea 
test strings for production test flow-rates. 
Additionally, the thick-walled cas-ing, 
inherent to sour service-rated tubulars 
and high production pressures, above and 
across reservoir sections, required a system 
that would not be compromised and not 
be burst- or collapse-limited within struc-tural 
and geometric constraints. 
The deepwater well was planned with 
five strings of casing below the 18¾-in. 
high-pressure housing, to which the 18⅝- 
in. casing was attached. As is the practice 
in casing design exercises, seismic-derived 
PP and FG for shale and derived FG for 
permeable intervals were used to identify 
casing points. 
To reach the proposed bottomhole 
depth, the wellpath was expected to tra-verse 
a normal PP-FG trend to the top of 
salt (ToS), an unknown length of rubble 
zone subtending a massive salt section, 
regression of trend at base of salt (BoS), 
and—at the time of well planning—three 
divergent PP pathways that included 
a total reversal to below hydrostatic 
trend, if kerogens were present in the 
deeper formations. 
The marked inflection/regression in 
the PP-FG suggested the need to use a 
strong 14-in. casing with a 12.213-in. drift 
to straddle the salt interval and the farthest 
extent of the rubble zone. The geometric 
constraint posed by this drift required an 
uncompromising technical solution. Not 
knowing what further challenges might ex-ist 
below the PP-FG regression, the ELHP 
offered the technical and deployment at-tributes 
to exceed the required hang-off 
capacity and isolation integrity desired. 
The 11¾-in. ELHP system was planned 
as a contingency string, primarily to ex-tend 
isolation of the rubble zone below 
the salt, should the 14-in. intermediate 
casing be short-landed. For the unknown 
length of the rubble zone, the planned 
11¾-in. ELHP contingency string could 
preserve the use of the preferred 9⅝-in. 
high-collapse casing size across the up-per 
reservoir section. The project team 
believed that using the next casing size at 
this depth—9⅝ in.—may have presented 
through-borehole restrictions, should it 
become necessary to call for the casing 
point before reaching or traversing the res-ervoir 
sections. 
ELHP TECHNICAL DETAILS 
The TORXS ELHP system comprises 
two specific subsystems: the hanger packer 
and the setting tool, also called the running 
Fig. 1. Pre-drill PP-FG prediction and casing design. 
0 
2,000 
4,000 
6,000 
8,000 
10,000 
12,000 
14,000 
16,000 
18,000 
20,000 
Depth, fbsl 
Pressure gradient data, pcf Casing design 
Waterbottom 
L.E.S. 
Massive Mobile Salt 
PPG FPG 
OBG 
Estimated RT-seabed-2,95 ft/ 
water depth-2,050 ft 
Jet 36-in. conductor pipe 
28-in. hole  24-in., 201#, 
X-56, RL-4S casing 
22-in. hole  18†-in., 
136#, L-80 casing 
17-in. hole  14-in., 114#, 
VM-95-SS casing 
Planned contingency liner: 
Drill 12-in. hole  14-in., 
UR hole 11¾-in., 65#, Q-125, 
VAM FJL liner w/ELHP 
±2,450 ft MD 
±3,500 ft MD 
±4,890 ft MD 
±10,690 ft MD 
±11,950 ft MD 
26 in. 
OIL COUNTRY TUBULAR GOODS
OIL COUNTRY TUBULAR GOODS 
World Oil® / AUGUST 2014 47 
tool. The hanger packer consists of metal 
slips and a Baker Hughes ZX-style seal ele-ment. 
The slips provide the hanging capac-ity, 
while the ZX element seals the liner top. 
The hanger packer incorporates a liner top 
extension, with a polished bore receptacle 
for stabbing seals of a tieback assembly and 
also includes a special profile for transmit-ting 
torque to the liner string through the 
drill pipe and setting tool. 
Unlike conventional liner systems, both 
the hanger packer slips and ZX seal are set 
by expansion forces generated by the set-ting 
tool, which consists of an adjustable 
swage with a hydraulic stroker, an anchor, 
a flapper assembly, and a cement pack-off. 
The running tool can be released before 
cementing the liner, to eliminate the pos-sibility 
of not being able to release from the 
hanger after cementing, Fig. 2. 
The ELHP running procedure in-volves 
rotating and/or reciprocating the 
system, while running in hole, if it is re-quired. 
Once TD has been reached, a 
ball is dropped and landed on a ball seat 
within the setting tool. Pressure is applied 
to the hydraulic stroker by dropping a ball 
or closing the system, which causes the 
adjustable swage to travel and expand the 
hanger body. An overpull test will provide 
a good indication that the hanger is set, 
and the running tool is released. Pres-sure 
is then increased to extrude the ball 
through the ball seat within the setting 
tool to reestablish circulation, release the 
anchor, and reset the stroker. Cementing 
operations can now be completed. 
After the cementing, the flapper is 
closed within the setting tool, just with 
pipe movement, and pressure is again ap-plied 
to the stroker. This second expansion 
stroke is performed to further expand the 
hanger body to set the ZX seal. Pressure is 
then elevated to burst a rupture disc within 
the flapper to reestablish circulation. The 
packer seal should be tested at this point, 
and the setting tool then retrieved. 
Development of the 11¾-in. ELHP 
necessitated full concept-to-prototype 
engineering development and up-scaling 
of several previous ELHP components 
for deepwater application. An extensive 
design qualification process during the 
short concept-to-prototype cycle includ-ed 
finite element analysis and modeling, 
and exhaustive tests on components and 
assemblies that made up the integral hang-er/ 
packer and tieback extension system 
and the setting tool. Full function tests 
also were performed for the entire hanger 
packer setting sequence, followed by a 
pressure test of the packer at full collapse 
and burst pressures. The resulting system 
combines wellbore isolation and deploy-ment 
performance most suitable for pre-serving 
through-bore casing size, without 
compromising pipe strength, hanger ca-pacity, 
or leak-path seal integrity. 
The simplicity of the new ELHP 
downhole components enhances reliabil-ity 
by reducing susceptibility to additional 
leak paths that are inherent with conven-tional 
liner equipment. Because the run-ning 
tool applies the setting force hydrauli-cally 
and is load-neutral during run-in-hole 
(RIH), the system can be set in highly de-viated 
and horizontal wells, and subjected 
to high circulation pressures, with no risk 
of prematurely activating the setting mech-anism. 
Additional advantages include less 
limitation to the setting force applied to the 
hanging slips, rapid confirmation that the 
hanger is set and the liner is in place, and 
greater wall cross-sectional contact, giving 
the system the potential for higher pressure 
and hanging capacity. 
WELL CONSTRUCTION 
The homogeneity of the salt section, 
consistency, and low temperature (262°F 
VSP temp.) created benign conditions 
for drilling across the salt. Approximate-ly 
5,800 ft of salt—mostly halite—was 
drilled with a 17-in. hole. At 900 ft, from 
the predicted BoS, a walkaway VSP survey 
was carried out to provide a look-ahead for 
formation and pressure transitions. 
Rubble zones, rugose transition planes, 
seams, welds, and protracted occurrences 
of anhydrite/shale/sand sequences were 
anticipated at BoS, as is expected in most 
subsalt exploration wells. After analysis of 
the VSP and quad-combo log data, a pre-cise 
location for isolating the salt rubble 
zone was identified. 
A string of 14-in. casing was set at 
10,689 ft, at a casing point below where a 
second streak of anhydrites was confirmed. 
With the salt behind casing, the next set 
of challenges was to determine where the 
PP transgression and regression inflex-ion 
point occurred, make correct MW 
adjustments, and refine predrill PP-FG 
predictions. The drilling engineering and 
exploration teams decided to use as many 
formation-while-drilling measurements as 
possible, to carefully navigate the PP ramp 
and reversal, while managing drilling pa-rameters 
and MW on the fly. 
In preparation to ride the ramp, MW 
was adjusted from 113 pounds per cubic 
ft (pcf) to 118 pcf. As drilling progressed 
from the bottom of the 14-in. casing, circu-lation 
losses occurred, despite several ana-lytical 
models indicating an 18-pcf window 
between PP and FG. Lost circulation ma-terial 
(LCM) was pumped and, with some 
soak time, hole circulation was regained, 
momentarily. Because only 200 ft of new 
hole had been drilled below the 14-in. cas-ing 
shoe, the option to run a liner to isolate 
losses was not acceptable. Additionally, it 
was important to know the vertical extent 
of this loss zone. 
The drilling BHA was modified, and 
drilling continued with less-sensitive LWD 
components, and a bit with bigger jets for 
spotting LCM. Difficulty troubleshoot-ing 
the losses was three-fold: 1) a lack of 
returns to surface precluded physical de-scription 
of the formation using cuttings; 
Fig. 2. Close -up view of TORXS setting 
tool (left) and setting tool schematic.
OIL COUNTRY TUBULAR GOODS 
2) drilling ahead with losses prevented 
placing LWD sensors to get petrophysi-cal 
data; and 3) pressure-while-drilling 
(PWD) data were erratic without a stable 
annular fluid column. 
Mud weight was reduced from 118 pcf 
to 115 pcf, and then to 110 pcf, to enable 
pumping at a higher flowrate. Dynamic 
losses subsided at various modeled and 
indicative fracture closure ECDs, and at 
optimal flowrates. With a new equilibrium 
established between drilling parameters 
and formation mechanical and hydraulic 
capacity, drilling progressed to section TD 
and a total, drilled interval length of 1,345 
ft. The hole was then underreamed from 
12 in. to 14 in., to minimize surge effects 
with ample annular clearance for the 11¾- 
in. liner and to help increase trip speed. As 
MW was adjusted to achieve the overbal-ance 
to hold the gas back, the kick toler-ance 
of the hole section diminished pre-cariously, 
especially relative to the 18⅝-in. 
casing shoe strength, Fig. 3. 
Given the preceding well construction 
progression, the decision to run the liner 
was underscored by the desire to: 1) im-prove 
the kick tolerance in the hole section; 
2) isolate the lower-pressured shale forma-tion 
just below the previous shoe; and 3) 
increase mud weight to maintain well con-trol 
in the progressively higher-pressured 
zone at the bottom of the interval. As drill-ing 
progressed beyond the depth of PP 
regression, the well encountered a progres-sively 
higher-pressured sandstone zone, 
as indicated by increasing background gas 
(average 10 to 70 units). 
ELHP DEPLOYMENT 
Job design and planning for the first 
deployment of the evolutionary ELHP 
technology required a meticulous assess-ment 
of well status, load envelopes and 
paths, operational hazards, and applica-tion 
exigencies. 
A Baker Hughes development engineer 
inspected the ELHP in the shop, and noted 
the larger cross-sectional area across one of 
the setting tool assemblies, which neces-sitated 
a cautionary run-in-hole note to be 
added to the ELHP job program. 
At the wellsite, after rigging up the top 
drive head, the shoe track was run in hole 
and the 11¾-in. joints were then run in at 
a rate of 5 min. per joint. After the ELHP 
assembly had been made up to the liner 
string, a weight check was conducted, and 
a pick-up of 320,000 lb and slack-off of 
340,000 lb (including 240,000 lb for the 
48 AUGUST 2014 / WorldOil.com 
Fig. 3. Kick tolerance plot, showing diminishing tolerance margin 
with increasing PP. 
140 
120 
100 
80 
60 
40 
20 
0 
Kick tolerance calculation at 12,034 ft 
PPest – 107 pcf; MW – 110 pcf; length of open hole – 1,345 ft 
top drive) were recorded. The hanger/ 
packer assembly was visually inspected 
for any damage, and was assessed to be in 
excellent condition. The liner hanger as-sembly 
was then lowered through the ro-tary, 
and the drill pipe (DP) slips were set 
on the lift nubbin. To prevent collapse or 
damage, care was taken not to set slips on 
the liner hanger/packer tieback extension. 
As the liner assembly progressed 
downhole, mud began flowing from the 
drill pipe because of liner filling and the 
reduced internal diameter of the DP, com-pared 
to that of the liner. Trip speed was re-duced 
from 5 to 25 min. per stand, to man-age 
surge and piston effects of the 11¾-in. 
liner in the 12.213-in. drift of the 14-in. 
casing. With the liner string at the 14-in. 
casing shoe, one liner volume of mud was 
circulated at 400 gpm. 
After a second weight check, 510,000 lb 
of pick-up weight and 500,000 lb of slack-off 
weight were recorded. It was decided 
not to rotate the liner string, and tripping 
proceeded into the 
14-in. underreamed 
open hole. 
Three stands be-fore 
reaching TD, 
a 1¾-in. ball was 
dropped and chased 
with 2-bpm mud, 
to help it reach the 
float collar and con-vert 
from autofill 
to conventional. A 
final weight check 
recorded pick-up 
of 530,000 lb and 
slack-off of 520,000 
lb. The space-out 
of the liner string 
was carried out with depths tide-corrected 
to ensure location of the liner shoe at the 
required depth of 11,950 ft. The packer ele-ment 
was placed, as close as possible, in the 
middle of a casing joint. 
Pumps were activated to clear flow by-pass 
areas and move fluid around the liner. 
While circulating, returns were monitored 
continuously to ensure that bridging in the 
annulus would be detected promptly, should 
it occur. Cementing lines were aligned and 
flushed, while circulating to, further condi-tion 
the hole and the mud. With circulation 
completed, the 11¾-in. liner guide shoe 
was placed at 11,950 ft, and the 2⅛-in. OD 
hanger setting ball was released. 
Approximately 34 min. after being 
launched, a slight pressure indication on 
surface confirmed that the setting ball had 
landed on the ball seat. Pressure was gradu-ally 
applied to 3,500 psi, then to 4,300 psi, 
and finally to 4,750 psi. The running tool 
was released automatically from the liner, 
and the hanger was set. 
After cementing, the stroker was low-ered 
into reset position, and the anchor 
was set. Pressure was brought up to 3,500 
psi. Collet release was observed at 2,800 
psi, and stroke action began downhole, 
with pressure rising to 4,800 psi, to indi-cate 
that the packer expansion process was 
complete. Setting pressure was held at the 
running tool for 30 sec, to allow the tool to 
complete the second full stroke, Fig. 4. 
PROJECT SUCCESS 
Following a very short design and 
development cycle, the 11¾-in. ELHP 
was deployed flawlessly in its first field 
application. 
124 bbl 
101 bbl 
78 bbl 
57 bbl 
36 bbl 
15 bbl 
98 
99 100 101 102 
Pore pressure, pcf 
Bbl 
103 104 105 106 107 
Fig. 4. TORXS expandable liner hanger 
packer deployment process.
OIL COUNTRY TUBULAR GOODS 
ACKNOWLEDGMENT 
This article is adapted from SPE/IADC paper 166803, “World’s first 
successful deployment of an advanced 11¾-in. expandable liner 
hanger in a deepwater exploration well,” presented at the SPE-IADC 
Middle East Drilling Technology Conference and Exhibition, Dubai, 
UAE, Oct. 7-9, 2013. 
REFERENCE 
1. Al-Husseini, M.I. 2008, “Middle East geological timescale,” 
GeoArabia, Journal of Middle East Petroleum Geosciences, 2008, 
Vol. 13, No. 4, Gulf Petrolink, Bahrain. 
YEMI ADEWUYA is the drilling 
engineering supervisor at Saudi 
Aramco with primary 
responsibility for the Red Sea 
Exploration Drilling Program. 
Mr. Adewuya has 25 years of 
industry experience spanning 
well design and engineering, drilling and 
evaluation systems application in extended 
reach, and multilateral and deepwater wells. He 
holds BS and MS degrees in mechanical 
engineering from University of Ilorin and 
Mississippi State University respectively, and an 
MBA from Houston Baptist University. 
SHRIKANT TIWARI is general 
supervisor for drilling and 
completion engineering in 
Saudi Aramco. He has 27 years 
of industry experience in field 
and office positions for both 
offshore and onshore 
operations. Mr. Tiwari is leading exploratory 
drilling projects for Saudi Aramco in Red Sea 
and Arabian Gulf. 
ABDULLAH ABDELWAHED is 
an operations manager at Baker 
Hughes. During his eight-year 
career, Mr. Abdullah has 
developed an expertise in 
wellbore construction and 
completions. He holds a BS 
degree in mechanical engineering. 
MAURILIO SOLONO is the 
systems integration manager 
for completion and production 
systems at Baker Hughes. Mr. 
Soloni has extensive experience 
working with intelligent well 
systems, liner drilling, sand 
control, openhole wellbore isolation and 
expandable liners. He has worked in several 
countries globally over his 22-year career in the 
industry. He holds a BS degree in mechanical 
engineering and an MBA from TEC Monterey- 
ESPE. 
Article copyright © 2014 by Gulf Publishing Company. All rights reserved. Printed in U.S.A. 
50 AUGUST 2014 / WorldOil.com 
Not to be distributed in electronic or printed form, or posted on a website, without express written permission of copyright holder.

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Expandable liner hanger and packer exceed expectations for first deepwater well in Red Sea

  • 1. Originally appeared in World Oil® AUGUST 2014 issue, pgs 43-50. Posted with permission. SPECIAL FOCUS: OIL COUNTRY TUBULAR GOODS Expandable liner hanger and packer exceed expectations for first deepwater well in Red Sea World Oil® / AUGUST 2014 43 A newly developed, 11¾-in., expandable liner hanger packer (ELHP) system made it possible to overcome the challenges of drilling Saudi Aramco’s first deepwater well, a rank wildcat in the Red Sea. ŝŝOPEYEMI ADEWUYA, SHRIKANT TIWARI, Saudi Aramco; and ABDULLAH O. ABDELWAHED and MAURILIO SOLANO, Baker Hughes When a wildcat is drilled in deep water, the challenge is magnified by the distor-tion and unpredictability of geopressure and temperature gradients produced by the presence of salt diapirs, and stressed pre- and post-salt formation layers. So, when Saudi Aramco drilled its first well in the Red Sea, a rank wildcat deepwater well, it was with the knowledge that the The 113/4-in. ELHP was deployed successfully after a short design and development cycle. well and casing designs would need to be robust enough to withstand all drilling and production loads, yet be flexible enough to accommodate possible variations. Many of the variations were unknown, because of the nature of the well, and the fact that it was the first in the deepwater Red Sea. The decision to work with Baker Hughes, to develop and deploy an 11¾-in. version of the TORXS ELHP, was based on the expectation that, to reach the proposed bottomhole depth, the wellpath would need to traverse a massive salt section, sub-tended by an unknown length of rubble zone. The ELHP was designed to meet and exceed requirements for this application. PROJECT BACKGROUND The Red Sea, which separates Saudi Arabia from Africa, is a fault depression that traverses 1,300 mi, from Suez in the north to the Bab el-Mandeb strait in the south, where it connects to the Gulf of Aden, and then to the Arabian Sea. The deepest waters are over 6,000 ft, and the seabed is rugged. Saudi Aramco drilled its first exploration well at a 2,100-ft water depth, approximately 48 mi off the west coast of the Kingdom. TECHNICAL CHALLENGES Because the well was a rank wildcat, off-set well information was nonexistent, and data from shelf wells drilled in the 1960s were insufficient for informed decision-making on temperature and pressure re-gimes. Formation tops and pressure pre-dictions were based on a pre-drill analysis, carried out on the basis of 3D seismic sur-veys. The presence of a massive Mansiyah evaporite salt bed was expected. Seabed geophysical analysis, 3D wide-azimuth seismic, and high-definition bathymetric surveys predicted several scenarios, that indicated a very soft seabed, varying esti-mates of the top and base of the salt layer, and different pressure trends, depending on the formation sequence below the salt. The project team was confident about the post-salt formation tops and salt thick-ness and, as a result, developed a success-ful well design and drilling strategy to the base of the salt layer. However, the pre-salt environment was less discernible. It is be-
  • 2. 60 70 80 90 100 110 120 130 140 150 low the salt that the thin margin between pore pressure (PP) and fracture gradient (FG) occurs. The mud density exerts hy-drostatic equivalent to the drilling fluid column back to the rig. FG, which results from the overburden of sediments, starts to build, only below the seabed. Because salt has a high FG, it can be drilled with higher mud weight to handle possible creeping or inclusions. This geopressure continuum reverses in the rubble zone. Here, a lower FG is accompanied by high levels of losses. According to the Red Sea geological col-umn series, the Mansiyah salt is subtended by multilayered anhydrite-shale-anhydrite beds. This bedding sequence distorts nor-mal geopressure trends. Correspondingly, PP-FG prediction and mud weight (MW) selection for the exploration well would re-quire astute analytical and predictive geo-physical insights ahead of the bit, Fig. 1. To address the additional challenge of poor imaging and velocity contrast at the base of the salt layer, high-resolution verti-cal seismic profiling (VSP) surveys were acquired. The high-resolution VSP data were inverted for acoustic impedance; the acoustic impedance profile was converted to interval velocities; and, subsequently, the formation velocity profile was trans-formed to a PP prediction and minimum MW recommendation. The predictive utility and workflow of incorporating pressure sampling from a quad combo logging-while-drilling (LWD) tool, and VSP inversion for MW prediction and lithostratigraphic delinea-tion 44 AUGUST 2014 / WorldOil.com 20 in. were explored. The combination of VSP inversion and formation pressure tes-ter (FPT) pressure test points was highly instrumental in picking the PP regression. With some precision and operational pa-rameters, MW and projections to the PP-FG trend were adjusted on a timely basis, and as appropriate. Drilling strategies for this well needed to minimize equivalent circulating density (ECD) and surge pressures, which meant that real-time measurements of hydrostatic pressure and formation pressure would be required for quick decision-making. De-pending on formation characteristics and pressures, drilling a slim hole in thin-mar-gin sections of the well could be a contin-gency option, if any other casing had to be short-landed. However, an important well objective was to reach the planned depth without a slim hole. This objective could be achieved only with contingency liners. The most desirable solution was a liner system, that could be run in tight tolerance, provide required hang-off capacity, create minimum surge, and provide clear indica-tions of setting and disengaging the liner. EXPANDABLE LINER HANGER AND PACKER Expandable liner hanger systems in the 7⅝-in. range have been deployed in deep-water wells since the 1990s. The ELHP system for the Saudi Aramco Red Sea well was developed to extend ELHP capabili-ties to handle hydraulics and large-sized formation evaluation tools, as well as sub-sea test strings for production test flow-rates. Additionally, the thick-walled cas-ing, inherent to sour service-rated tubulars and high production pressures, above and across reservoir sections, required a system that would not be compromised and not be burst- or collapse-limited within struc-tural and geometric constraints. The deepwater well was planned with five strings of casing below the 18¾-in. high-pressure housing, to which the 18⅝- in. casing was attached. As is the practice in casing design exercises, seismic-derived PP and FG for shale and derived FG for permeable intervals were used to identify casing points. To reach the proposed bottomhole depth, the wellpath was expected to tra-verse a normal PP-FG trend to the top of salt (ToS), an unknown length of rubble zone subtending a massive salt section, regression of trend at base of salt (BoS), and—at the time of well planning—three divergent PP pathways that included a total reversal to below hydrostatic trend, if kerogens were present in the deeper formations. The marked inflection/regression in the PP-FG suggested the need to use a strong 14-in. casing with a 12.213-in. drift to straddle the salt interval and the farthest extent of the rubble zone. The geometric constraint posed by this drift required an uncompromising technical solution. Not knowing what further challenges might ex-ist below the PP-FG regression, the ELHP offered the technical and deployment at-tributes to exceed the required hang-off capacity and isolation integrity desired. The 11¾-in. ELHP system was planned as a contingency string, primarily to ex-tend isolation of the rubble zone below the salt, should the 14-in. intermediate casing be short-landed. For the unknown length of the rubble zone, the planned 11¾-in. ELHP contingency string could preserve the use of the preferred 9⅝-in. high-collapse casing size across the up-per reservoir section. The project team believed that using the next casing size at this depth—9⅝ in.—may have presented through-borehole restrictions, should it become necessary to call for the casing point before reaching or traversing the res-ervoir sections. ELHP TECHNICAL DETAILS The TORXS ELHP system comprises two specific subsystems: the hanger packer and the setting tool, also called the running Fig. 1. Pre-drill PP-FG prediction and casing design. 0 2,000 4,000 6,000 8,000 10,000 12,000 14,000 16,000 18,000 20,000 Depth, fbsl Pressure gradient data, pcf Casing design Waterbottom L.E.S. Massive Mobile Salt PPG FPG OBG Estimated RT-seabed-2,95 ft/ water depth-2,050 ft Jet 36-in. conductor pipe 28-in. hole 24-in., 201#, X-56, RL-4S casing 22-in. hole 18†-in., 136#, L-80 casing 17-in. hole 14-in., 114#, VM-95-SS casing Planned contingency liner: Drill 12-in. hole 14-in., UR hole 11¾-in., 65#, Q-125, VAM FJL liner w/ELHP ±2,450 ft MD ±3,500 ft MD ±4,890 ft MD ±10,690 ft MD ±11,950 ft MD 26 in. OIL COUNTRY TUBULAR GOODS
  • 3. OIL COUNTRY TUBULAR GOODS World Oil® / AUGUST 2014 47 tool. The hanger packer consists of metal slips and a Baker Hughes ZX-style seal ele-ment. The slips provide the hanging capac-ity, while the ZX element seals the liner top. The hanger packer incorporates a liner top extension, with a polished bore receptacle for stabbing seals of a tieback assembly and also includes a special profile for transmit-ting torque to the liner string through the drill pipe and setting tool. Unlike conventional liner systems, both the hanger packer slips and ZX seal are set by expansion forces generated by the set-ting tool, which consists of an adjustable swage with a hydraulic stroker, an anchor, a flapper assembly, and a cement pack-off. The running tool can be released before cementing the liner, to eliminate the pos-sibility of not being able to release from the hanger after cementing, Fig. 2. The ELHP running procedure in-volves rotating and/or reciprocating the system, while running in hole, if it is re-quired. Once TD has been reached, a ball is dropped and landed on a ball seat within the setting tool. Pressure is applied to the hydraulic stroker by dropping a ball or closing the system, which causes the adjustable swage to travel and expand the hanger body. An overpull test will provide a good indication that the hanger is set, and the running tool is released. Pres-sure is then increased to extrude the ball through the ball seat within the setting tool to reestablish circulation, release the anchor, and reset the stroker. Cementing operations can now be completed. After the cementing, the flapper is closed within the setting tool, just with pipe movement, and pressure is again ap-plied to the stroker. This second expansion stroke is performed to further expand the hanger body to set the ZX seal. Pressure is then elevated to burst a rupture disc within the flapper to reestablish circulation. The packer seal should be tested at this point, and the setting tool then retrieved. Development of the 11¾-in. ELHP necessitated full concept-to-prototype engineering development and up-scaling of several previous ELHP components for deepwater application. An extensive design qualification process during the short concept-to-prototype cycle includ-ed finite element analysis and modeling, and exhaustive tests on components and assemblies that made up the integral hang-er/ packer and tieback extension system and the setting tool. Full function tests also were performed for the entire hanger packer setting sequence, followed by a pressure test of the packer at full collapse and burst pressures. The resulting system combines wellbore isolation and deploy-ment performance most suitable for pre-serving through-bore casing size, without compromising pipe strength, hanger ca-pacity, or leak-path seal integrity. The simplicity of the new ELHP downhole components enhances reliabil-ity by reducing susceptibility to additional leak paths that are inherent with conven-tional liner equipment. Because the run-ning tool applies the setting force hydrauli-cally and is load-neutral during run-in-hole (RIH), the system can be set in highly de-viated and horizontal wells, and subjected to high circulation pressures, with no risk of prematurely activating the setting mech-anism. Additional advantages include less limitation to the setting force applied to the hanging slips, rapid confirmation that the hanger is set and the liner is in place, and greater wall cross-sectional contact, giving the system the potential for higher pressure and hanging capacity. WELL CONSTRUCTION The homogeneity of the salt section, consistency, and low temperature (262°F VSP temp.) created benign conditions for drilling across the salt. Approximate-ly 5,800 ft of salt—mostly halite—was drilled with a 17-in. hole. At 900 ft, from the predicted BoS, a walkaway VSP survey was carried out to provide a look-ahead for formation and pressure transitions. Rubble zones, rugose transition planes, seams, welds, and protracted occurrences of anhydrite/shale/sand sequences were anticipated at BoS, as is expected in most subsalt exploration wells. After analysis of the VSP and quad-combo log data, a pre-cise location for isolating the salt rubble zone was identified. A string of 14-in. casing was set at 10,689 ft, at a casing point below where a second streak of anhydrites was confirmed. With the salt behind casing, the next set of challenges was to determine where the PP transgression and regression inflex-ion point occurred, make correct MW adjustments, and refine predrill PP-FG predictions. The drilling engineering and exploration teams decided to use as many formation-while-drilling measurements as possible, to carefully navigate the PP ramp and reversal, while managing drilling pa-rameters and MW on the fly. In preparation to ride the ramp, MW was adjusted from 113 pounds per cubic ft (pcf) to 118 pcf. As drilling progressed from the bottom of the 14-in. casing, circu-lation losses occurred, despite several ana-lytical models indicating an 18-pcf window between PP and FG. Lost circulation ma-terial (LCM) was pumped and, with some soak time, hole circulation was regained, momentarily. Because only 200 ft of new hole had been drilled below the 14-in. cas-ing shoe, the option to run a liner to isolate losses was not acceptable. Additionally, it was important to know the vertical extent of this loss zone. The drilling BHA was modified, and drilling continued with less-sensitive LWD components, and a bit with bigger jets for spotting LCM. Difficulty troubleshoot-ing the losses was three-fold: 1) a lack of returns to surface precluded physical de-scription of the formation using cuttings; Fig. 2. Close -up view of TORXS setting tool (left) and setting tool schematic.
  • 4. OIL COUNTRY TUBULAR GOODS 2) drilling ahead with losses prevented placing LWD sensors to get petrophysi-cal data; and 3) pressure-while-drilling (PWD) data were erratic without a stable annular fluid column. Mud weight was reduced from 118 pcf to 115 pcf, and then to 110 pcf, to enable pumping at a higher flowrate. Dynamic losses subsided at various modeled and indicative fracture closure ECDs, and at optimal flowrates. With a new equilibrium established between drilling parameters and formation mechanical and hydraulic capacity, drilling progressed to section TD and a total, drilled interval length of 1,345 ft. The hole was then underreamed from 12 in. to 14 in., to minimize surge effects with ample annular clearance for the 11¾- in. liner and to help increase trip speed. As MW was adjusted to achieve the overbal-ance to hold the gas back, the kick toler-ance of the hole section diminished pre-cariously, especially relative to the 18⅝-in. casing shoe strength, Fig. 3. Given the preceding well construction progression, the decision to run the liner was underscored by the desire to: 1) im-prove the kick tolerance in the hole section; 2) isolate the lower-pressured shale forma-tion just below the previous shoe; and 3) increase mud weight to maintain well con-trol in the progressively higher-pressured zone at the bottom of the interval. As drill-ing progressed beyond the depth of PP regression, the well encountered a progres-sively higher-pressured sandstone zone, as indicated by increasing background gas (average 10 to 70 units). ELHP DEPLOYMENT Job design and planning for the first deployment of the evolutionary ELHP technology required a meticulous assess-ment of well status, load envelopes and paths, operational hazards, and applica-tion exigencies. A Baker Hughes development engineer inspected the ELHP in the shop, and noted the larger cross-sectional area across one of the setting tool assemblies, which neces-sitated a cautionary run-in-hole note to be added to the ELHP job program. At the wellsite, after rigging up the top drive head, the shoe track was run in hole and the 11¾-in. joints were then run in at a rate of 5 min. per joint. After the ELHP assembly had been made up to the liner string, a weight check was conducted, and a pick-up of 320,000 lb and slack-off of 340,000 lb (including 240,000 lb for the 48 AUGUST 2014 / WorldOil.com Fig. 3. Kick tolerance plot, showing diminishing tolerance margin with increasing PP. 140 120 100 80 60 40 20 0 Kick tolerance calculation at 12,034 ft PPest – 107 pcf; MW – 110 pcf; length of open hole – 1,345 ft top drive) were recorded. The hanger/ packer assembly was visually inspected for any damage, and was assessed to be in excellent condition. The liner hanger as-sembly was then lowered through the ro-tary, and the drill pipe (DP) slips were set on the lift nubbin. To prevent collapse or damage, care was taken not to set slips on the liner hanger/packer tieback extension. As the liner assembly progressed downhole, mud began flowing from the drill pipe because of liner filling and the reduced internal diameter of the DP, com-pared to that of the liner. Trip speed was re-duced from 5 to 25 min. per stand, to man-age surge and piston effects of the 11¾-in. liner in the 12.213-in. drift of the 14-in. casing. With the liner string at the 14-in. casing shoe, one liner volume of mud was circulated at 400 gpm. After a second weight check, 510,000 lb of pick-up weight and 500,000 lb of slack-off weight were recorded. It was decided not to rotate the liner string, and tripping proceeded into the 14-in. underreamed open hole. Three stands be-fore reaching TD, a 1¾-in. ball was dropped and chased with 2-bpm mud, to help it reach the float collar and con-vert from autofill to conventional. A final weight check recorded pick-up of 530,000 lb and slack-off of 520,000 lb. The space-out of the liner string was carried out with depths tide-corrected to ensure location of the liner shoe at the required depth of 11,950 ft. The packer ele-ment was placed, as close as possible, in the middle of a casing joint. Pumps were activated to clear flow by-pass areas and move fluid around the liner. While circulating, returns were monitored continuously to ensure that bridging in the annulus would be detected promptly, should it occur. Cementing lines were aligned and flushed, while circulating to, further condi-tion the hole and the mud. With circulation completed, the 11¾-in. liner guide shoe was placed at 11,950 ft, and the 2⅛-in. OD hanger setting ball was released. Approximately 34 min. after being launched, a slight pressure indication on surface confirmed that the setting ball had landed on the ball seat. Pressure was gradu-ally applied to 3,500 psi, then to 4,300 psi, and finally to 4,750 psi. The running tool was released automatically from the liner, and the hanger was set. After cementing, the stroker was low-ered into reset position, and the anchor was set. Pressure was brought up to 3,500 psi. Collet release was observed at 2,800 psi, and stroke action began downhole, with pressure rising to 4,800 psi, to indi-cate that the packer expansion process was complete. Setting pressure was held at the running tool for 30 sec, to allow the tool to complete the second full stroke, Fig. 4. PROJECT SUCCESS Following a very short design and development cycle, the 11¾-in. ELHP was deployed flawlessly in its first field application. 124 bbl 101 bbl 78 bbl 57 bbl 36 bbl 15 bbl 98 99 100 101 102 Pore pressure, pcf Bbl 103 104 105 106 107 Fig. 4. TORXS expandable liner hanger packer deployment process.
  • 5. OIL COUNTRY TUBULAR GOODS ACKNOWLEDGMENT This article is adapted from SPE/IADC paper 166803, “World’s first successful deployment of an advanced 11¾-in. expandable liner hanger in a deepwater exploration well,” presented at the SPE-IADC Middle East Drilling Technology Conference and Exhibition, Dubai, UAE, Oct. 7-9, 2013. REFERENCE 1. Al-Husseini, M.I. 2008, “Middle East geological timescale,” GeoArabia, Journal of Middle East Petroleum Geosciences, 2008, Vol. 13, No. 4, Gulf Petrolink, Bahrain. YEMI ADEWUYA is the drilling engineering supervisor at Saudi Aramco with primary responsibility for the Red Sea Exploration Drilling Program. Mr. Adewuya has 25 years of industry experience spanning well design and engineering, drilling and evaluation systems application in extended reach, and multilateral and deepwater wells. He holds BS and MS degrees in mechanical engineering from University of Ilorin and Mississippi State University respectively, and an MBA from Houston Baptist University. SHRIKANT TIWARI is general supervisor for drilling and completion engineering in Saudi Aramco. He has 27 years of industry experience in field and office positions for both offshore and onshore operations. Mr. Tiwari is leading exploratory drilling projects for Saudi Aramco in Red Sea and Arabian Gulf. ABDULLAH ABDELWAHED is an operations manager at Baker Hughes. During his eight-year career, Mr. Abdullah has developed an expertise in wellbore construction and completions. He holds a BS degree in mechanical engineering. MAURILIO SOLONO is the systems integration manager for completion and production systems at Baker Hughes. Mr. Soloni has extensive experience working with intelligent well systems, liner drilling, sand control, openhole wellbore isolation and expandable liners. He has worked in several countries globally over his 22-year career in the industry. He holds a BS degree in mechanical engineering and an MBA from TEC Monterey- ESPE. Article copyright © 2014 by Gulf Publishing Company. All rights reserved. Printed in U.S.A. 50 AUGUST 2014 / WorldOil.com Not to be distributed in electronic or printed form, or posted on a website, without express written permission of copyright holder.