Iadc/Spe: IADC/SPE 17237 Lateral Drilling Technology Tested On UCG Project
Iadc/Spe: IADC/SPE 17237 Lateral Drilling Technology Tested On UCG Project
IADC/SPE 17237
This paper was prepared for presentation at the 1988 IADC/SPE Drilling Conference held in Dallas, Texas, February 28-March 2, 1988.
  This paper was selected for presentation by an IADC/SPE Program Committee following review of information contained in an abstract submitted by
  the author(s). Contents of the paper, as presented, have not been reviewed by the Society of Petroleum Engineers or International Association of Drill-
  ing Contractors and are subject to correction by the author(s). The material, as presented, does not necessarily reflect any position of the IADC or
  SPE, its officers, or members. Papers presented at IADC/SPE meetings are subject to publication review by Editorial Committees of th~ IADC ~nd
  SPE. Permission to copy is restricted to an abstract of not more than 300 words. Illustrations may not be copied. The abstract should contam conspicu-
  ous acknowledgment of where and by whom th!'l paper is presented. Write Publications Manager, SPE, P.O. Box 833836, Richardson, TX 75083-3836.
  Telex, 730989 SPEDAL.
  ABSTRACT
        This case history describes state-of-the-art                                              removal from coal prior to mining start-up and to
  lateral drl I I lng technology used to complete an                                              facl I I tate underground     gasification    In    coal
  underground system of process wei Is for a UCG                                                  deposIts.
  project In central Wyoming.       The Gas Research                                              Lateral drl I I lng technology
  Institute and the u.s. Department of Energy funded                                                      Lateral wei Is are categorized by their rate
  the project. Eastman Christensen's medium-radius                                                of angle· bul ld, which determines the distance that
  system was selected to drl I I the wei Is.                                                      must be drll led to turn the wei lbore from Its
        The Rocky     Mountain 1 Underground        Coal                                          vertical or nearly vertical configuration to the
  Gasification Project required that six wei Is,                                                  horizontal plane. There are three classifications
  grouped Into two paral lei modules. be drl I led Into                                           of lateral wei Is: long-radius. medium-radius and
  a 30-ft thick coal seam. Vertical depth for the                                                 short-radius (Figure 1).
  wei Is was approximately 390ft. Each module wl 1 I                                                      Long-radius lateral boreholes are drl I led
  be used to test a different coal burning process.                                               with conventional directional drl I I lng technology
        Key achievements of the drl I I lng phase of the                                          at angle-bul ld rates of 2 to 6 deg/100 ft.          The
  project Include placing multiple lateral wei !bores                                             wei !bores typically require 3,000-1,000 ft of
  In the bottom 3ft of a relatively thin coal seam                                                vertical depth to reach the target zone.
  located at shallow vertical depths; running and                                                         Medium-radius laterals have bul ld rates of 8
  cementing 7-5/8 ln. casing In boreholes with                                                    to 50 deg/100 ft, or radl 1 of 700-150 ft, and are
  curvatures of 20 deg/100 ft; and completing al 1                                                drl 1 led using techniques and equipment that are
  lateral and vertical wei Is on-target and within                                                logical extensions of conventional directional
  stated tolerances.                                                                              drl I I lng technology.    Wei !bores are turned from
                                                                                                  the vertical to the horizontal plane In 1,100-200
   INTRODUCTION                                                                                   dr I I Ied feet.
        Lateral wei Is, commonly cal led dralnholes,                                                      Short-radius lateral      wei !bores make    the
  are high-angle holes drl I led radial Jy, usual Jy                                              transition from the vertical to the horizontal
  horizontal Jy, from the primary wei lbore Into the                                              plane In 30-60 drl I led feet using unique hardware
  pay zone to Increase contact with the reservoir.                                                capable of achieving angle-bul ld rates
        Lateral drl I I lng has proved to be a promising                                          of 1.5 to 3 deg/ft with radl I of 20-40 ft.
  technology that can enhance ol I recovery and                                                           Eastman Christensen's medium-radius system
  Improve production efficiency and economics.        Its                                         was selected to drl I I the network of process wei Is
  major appl !cations are In the ol I and gas Industry                                            for the Rocky Mountain 1 UCG Project for several
  where the technology can          be used to     reach                                          reasons. The system Is steerable In both the
  Irregular reservoirs without additional vertical                                                curved and horizontal sections of the hole; and
  wei !bores, to I lmlt the Invasion of unwanted                                                  the chosen medium-radius bul ld rate of 20 deg/100
  formation fluids (coning), to penetrate natural                                                 ft allows        the use    of conventional      casing,
  vertical fractures and to maximize production of                                                cementing, logging and fishing techniques.         Since
  low permeabl I Jty and low energy reservoirs by                                                 the target depth was less than 400 ft and had an
  Increasing the exposure of the formations.                                                      angle-bul ld rate of at least 20 deg/100 ft,these
        The technology also can be used In the mining                                             features were Important to the success of the
  Industry to Increase recovery, efficiency and                                                   project.
  control In solution mining, to lmpro~..!..__!!!ethane
  References and illustrations at end of paper. ________L---------------------------------------------------~
                                                                                          493
2                                    LATERAL DRILLING TECHNOLOGY TESTED ON UCG PROJECT                                IADC/SPE 17237
                                                                 494
IADC/SPE 17237                                       PATRICK B. TRACY                                                             3
                                                             495
4                                     LATERAL DRILLING TECHNOLOGY TESTED ON UCG PROJECT                            IADC/SPE 17237
      replaced during the trips made to change:out                      Then a survey was run to verify the course
     motors or to run surveys; thus most bits showed                    correction.
     only average wear (IADC designations T4, 84 and                          Dr I I I lng continued with the AB motor assembly
      In-gauge) when pulled.                                            to 449ft and another magnetic multlshot survey
     .E.L..W ~                                                          was run. Survey data Indicated that a further 90
              The Extended Link Wei I (ELW) Module comprises            ft were needed to reach the desired angle and
     a lateral production wei I (PW-1) and two vertical                 depth required by the wellplan. The angle-build
      Injection wei Is (VIW-1 and VIW-2) that were to                   assembly drl I led to EOC at 540ft (88 degrees). A
      Intersect the production lateral at two different                 multlshot survey was run.          Then the hole was
     points (Figure 5).                                                 opened to 9-7/8 ln., and 7-5/8 ln. casing was run
     fW=1 prodyctlon lateral                                            and cemented at 534ft.
              The first wei I drl lied In the ELW module was                  The angle-hold assembly drl 1 led to 637ft In
     the PW-1 production lateral.           The vertical well           an oriented mode to finish the northern course
      locations were dependent on the final location and                correction. A multlshot survey was taken, and the
      length of the production borehole.                                AH motor assembly was steered as requlr~d to
              Target direction for the PW-1 was due East                extend the horizontal section to a TD of 827 ft.
     with a tolerance of 10 ft North or south.              The         fW=1 resy Its
     target true vertical depth was 1 ft 9 ln. from the                       The production lateral was completed wei I
     bottom of the coal seam with a tolerance of +or -                  within given tolerances. The angle-but ld assembly
     3ft. The wei !bore could not exit the bottom of                    performed successful ty, producing average bul ld
     the lower carbonaceous shale zone (Figure 6).                      rates of 22.5 deg/100 ft In the curve and 21.4
             The curve was designed for a build rate of 20              deg/100 ft In the coal seam. The hole was brought
     deg/100 ft (286-ft radius) using a 6-ln. bit.            A         back to within 4ft of the original target, wet I
     45-degree tangent was planned to make vertical                     within the given tolerance of 10ft (Table 1).
     depth corrections.         The EOC was placed In the                     A 6-1/8 ln. hole size for the curve section
     bottom of the coal seam at a TVD of 376 ft and an                  was recommended for the remaining lateral wei Is as
     85.5 degree angle to follow the bottom of the                      a result of PW-1's higher-than-expected bul ld
     dipping coat seam.         Hole direction and angle of             rates In the soft formations and bit aval lab! I lty.
     the wei lbore were to be constantly monitored and                  YlW=1 ~ YJW=Z lnlectlon verticals
     controlled with the steering tool.                                       Target for the VIW-1 was to be within a 3-ft
             The vertical and curved sections of the hole                radius at the end of the PW-1 production lateral.
    were to be opened to 9-7/8 ln., and then 7-5/8 ln.                  The VIW-2 was to terminate 100 ft back from the
     casing run and cemented to EOC.              The lateral           end, and within 6-ft, of the lateral.               The
     section of the wei I was to be drl I ted with a 6-1/8              verticals could not exit the bottom of the coal
     ln. bit to total depth (TO). Trajectory was to be                  seam (Figure 7).
     control led by orienting the steerable motor as                    YlW=1 operations
     needed to stay within the given tolerances.                              The 14-3/4 ln. ~urface hole was drl I led, and
    fW=1 operations                                                     casing was set at 21 ft. A packed bottomhole
             A 14-3/4 ln. surf~ce hole was drl 1 ted to a               assembly extended the 6-1/8 ln. vertical hole to
    measured depth (MD) of 39ft, and 11-3/4 ln.                         305 ft.         The progress     of the borehole    was
     casing was run and cemented to surface. A 6-1/8                    monitored with single-shot surveys. Then at 305
     ln. vertical hole was completed to the planned                     ft,. a magnetic multlshot survey was run to verify
     kickoff point of 69 ft. Single-shot surveys were                   bottomhole location before drl I I lng continued to
    used to monitor hole location.                                      the casing point of 374ft. The entire 6-1/8 ln.
             The 4-3/4 ln. angle-bul ld assembly, fitted                vertical          Interval   was    time-drilled     at
    with a 6-ln. bit, was surface-oJiented and then                     approximately 1 mln./ft to minimize deviation of
    used to drll I to 101 ft.           A magnetic multlshot            the wet !bore from vertical.
    survey was run to             verify kickoff and       hole               The wei !bore was surveyed again, and a 9-7/8
    directions. The curved section was then extended                     ln. hole-opener was used to enlarge the we I Ibore
    with the AB motor assembly to 213ft.                Another         so that 7-5/8 ln. casing could be run. Then a
    multlshot survey was taken.                                         6-1/8 ln. hole was drl I led Into the coal section
             Swel I lng bentonites In this Interval caused              to TD.
    stabl I lzers to hang up, making It difficult to                          As the bit approached the PW-1 lateral, a
    maintain a constant weight-on-bit.                                  6-ln. drl I I lng break occurred suggesting that
             The     angle-hold    assembly    replaced     the          Intersection had been achieved.          A multlshot
    angle-bul ld assembly to drl I I the tangent section                survey was run to establIsh the.actual bottomhole
    of the curve from 213 to 276ft. Hole tncl lnatlon                    location of the VIW-1.
    was held constant In order to achieve the correct                   YlW=1 resy Its
    vertical drop. Then the AB motor assembly was run                          Final closure of the bottomhole location was
    back In the hole to continue drl I ling the curve.                  1.7 ft to the South of the surface location (Table
             At this point, It was discovered that the                  2).
    planned wet I course was ~ East rather than                               Two time-saving recommendations were made
    magnetic East. The bottomhole assembly (BHA) was                     upon completion· of the VIW-1: (1) succeeding
    pulled and the hole             was surveyed.     It    was          vertical wei Is would be drl I led with a 9-7/8 ln.
    determined that a significant correction                was          bit to el lmlnate the hole-opening operation; and
    required to bring the wei 1 to a ~                    East           (2) single-shot surveys were demonstrated to b~ as
    direction. The wei I path was 25 ft south of                         accurate as the multlshot surveys and would be·
    planned course and direction was 13 degrees off                      used as the survey of record.
    course.                                                              YlW=Z operations
             The AB motor assembly was tripped In again to                    A 14-3/4 ln. hole was drl I led to 15ft, and
    start the course correction to the North (left)                      11-3/4 ln. casing was run and set.         Then the
    and to continue but ldlng the curve to 404 ft.                      ·vertical hole was drl I led using a packed-hole·
                                                                         assembly that Included a 9-7/8 ln. bit and an
                                                                  496
IADC/SPE 17237·                                         PATRICK B. TRACY                                                              5
    ACKNOWLEDGEMENTS
         The author would I Ike to thank the Gas
    Research InstItute, the Department of Energy,
    Project Conslructlon Corporation and Stearns-Roger
    Division of United Engineers and Constructors,
    Inc. for their support and permission to pub I Ish
    this paper.
                               REFERENCES
                                                                          498
                                                                                                                                                                                                                                                     B 17                    23~
                                                                      PW-1                                                                                                                                                     VIW-1
                                                              Survey Summary                                                                                                                                           Survey Summary
                                                                                        Coordinates                                                                                                                                                       Coordinates
  Point              MD           Angle           Direction          TVD             North       East                  Elevation           Build Rate                       Point            MD           Angle       Direction           TVD          North       East         Elevation
Surface                            0.00                                0.0           770.3           1591.3             6971.6                                            Surface                         0.00                              0.0        766.7        2169.4       6967.5
KOP                   69           0.50            S77E               69.0           770.2           1591.6            6902.6                                             Csg PI             374          0.25         S07W               373.9        765.1        2169.2       6593.6
EOC-1               213           33.50            S70E              204.7           757.0           1631.0            6766.9                 22.4                        TD                 393          0.75         S47E               392.9        764.9.       2169.4       6574.6
EOT                 276           33.75            S72E              257.3           745.4           1663.4            6714.3                                             Target                  (Based on the PW-11ateral)              392.9        766.2        2168.3       6574.5
Table 1
                                                               VIW-2                                                                                                                                               CIW-1
                                                          Survey Summary                                                                                                                                        Survey Summary
                                                                                                Coordinates                                                                                                                          Coordinates
           Point            MD            Angle          Direction           TVD             North       East                Elevation                     Point    MD             Angle            Direction      TVD             N-S        E-W               Elevation     Build Rate
Surface 0.00 0.0 750.8 2067.3 6970.0 Surface 0.00 0.0 470.3 1577.8 6973.0
CsgPt 364 0.41 S29W 364.0 750.3 2066.8 6606.0 KOP 60 1.25 N48E 59.9 471.2 1578.2 6913.1
TD 386 0.50 S24W 386.0 750.2 2066.7 6584.0 EOC-1 234 38.25 N89E 221.0 472.1 1635.5 6752.0 21.3
Target (Based on the PW-1 lateral) 385.1 750.4 2067.3 6585.0 EOT 267 38.25 S89 E 247.0 472.2 1656.8 6726.0
Table3
Table4
                                                                CPW-1                                                                                                                                                     CPW-2
                                                              Survey Summary                                                                                                                                        Survey Summary
                                                                                       Coordinates                                                                                                                                                      Coordinates
 Point              MD         Angle             Direction       TVD                 N-S         E-W               Elevation              Build Rate                      Point             MD         Angle        Direction         TVD             N-S        E-W          Elevation
Surface 0.00 0.0 606.2 1578.9 6970.5 Surface 0.00 0.0 465.4 2146.7 6991.5
KOP 75 0.00 74.9 605.5 1579.3 6895.6 CsgPt 357 0.20 SBOW 357.0 465.4 2147.1 6634.5
EOC-1 375 65.00 S74E 314.1 559.9 1725.7 6656.4 21.5 TD 377 0.25 N14W 377.0 465.4 ·2147.1 6614.5
EOT 400 65.25 S73 E 324.6 553.4 1747.5 6645.9 Target (Based on x-overof CIW-1 and CPW-1) 376.9 465.4 2147.7 6614.6
Target (Based on x-over at 10' from liner) 353.8 465.3 2144.0 6616.7
TableS
TableS
                                                                                                                                                 499
                    LATERAL COMPLETION COMPARISONS
                         2°-6°/100 It
                         3000-1000 It radii
1------------2000ft-----------l
             f---------1500ft-------_______.,
                                                                        Pay Zone
Figure 1
 CRIP
Module
        0-
       100                                                                             Coal
u:                                                                                     Seam
.s=
15..
Q)
0      200
(ij
(.)
+=>
~
       300
400
                                                                                   Not To Scale
                                     Figure 2
                                                 500
                                                                                                                                                      oJI L.
  .    ~·   .
      "'kJ{:
H 17 2 3~
Figure3
                                                                                                                          Module1
                                                                                                              Rocky Mountain No. 1 UCG Project
Plan View
Vertical Section
                                                                                  -     100
                                                                                  LL
                                                                                  ~
                                                                                  i5.
                                                                                  Ql
                                                                                  0
                                                                                  ~ 200
                      Figure4
                                                                                  ~
                                                                                  ~
                                                                                  F
                                                                                        300
FigureS
                                                                           501
                                                             Basic Lateral Wellbore Diagram
                                                                            Rocky Mountain No. 1 UCG Project
Surface
                                                                                                                                                     .   ",·.
                                                                                                                                                   - 0.
                                                                                                                           . ..          . ...•
                                                                                                               • 6Ya in. Open-Hole/300 It Long·
                                                                                                               . .
30 It Thick Average
                                                                                                                                                  ·...    ~
                                                                                                                                                               •   0
FigureS
                                                                                                                     Plan View
                                                                                                                     • CPW-1
                                             14%in. Hole
                                                               Surface
                                                                                                                     ··········
                                                                                                                                              ······ ·····
                                                                                                               100                •••••••••
                                                                                                               50
                                             11% in. 47# J55 Set At 15-20 It
                                                                                                                                                             ·········•····          CPW-2
                                                                                                                     ~C~I~W~-1~---------......_..........·.··~·;·~··~~~
                                             9'/ain. Hole                                                      50
                   .....                                                                                                                                                              I
                                   ..   :. ·.· .                                                         u::
                                                                                                               100
                                                                                                                                                                                      I
                                  . •,.      '                                                           sf                                                                           I
                                                                                                         i5.
                                                                                                         0
                                                                                                          Q)                                                                          I
                                  ,' :- : · • · 30 It Thick Coal (Avera.ge)                              ca 2oo                                                                       I
                                  .,                                                                     ~                                                                            I
                                                                                                         ~
                                   ••    0
                                                                                                          ~
                                                                                                                                                                                      I
                                                                                                         F     300                                                                    I
     Lateral Well                                                                                                                                                                     I
~~~~_[
     0                    •
Figure7 FigureS
502