water shuoff techniques in air or gas drilling

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  • 8/10/2019 Water shuoff techniques in air or gas drilling

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    Water shutoff Techniques in Air or Gas Drilling t

    C H R L E S

    K

    SUFALL

    ABSTRACT

    Water-shutoff

    techniques

    have reached a point where

    they ar e generally accepted f or field us age ~f economlc

    galn can be reallzed The success, both econonl~cal

    and t ha t of shu ttl ng off permeable zones, 1s a tr lbute to

    the plannlng of a job and the fine work done by the

    research and servlce organlzatlons. Several types of

    shutoff nlaterlal are now readily available through the

    servlce companies as a re th e tools and techniques needed

    to complete a water-shutoff job.

    INTRODUCTION

    Alr and g as drllling is economically 11mlted In use to

    areas where format~onwaters do not present too great

    a problem. Aerated mud and the use of surfactants to

    mist drlll have helped where competent fonnatlons are

    penetrated

    1

    However, almost all economlc failures In

    alr or gas drllling are caused by for mat ~onwaters.

    A fa st , lnexpenslve method of shu ttl ng off wa ter has

    been a major objective for many research or ga n~ za t~ on s.

    This report is Intended a s a revlew of the mat erials

    and niechanlcs now

    111

    use for the purpose of shuttl ng

    off format~onwaters.

    HISTORY

    The f irs t t ~ m e water-bear~ng ormation was pene-

    trated with ai r or gas a s a drllling flu~d , he idea of

    water shutoff arose. The old standby, cement, was first

    used in the early attempts to plug the water zone. A

    few jobs were successful; however, the cost Involved In

    waltin g time made thls approach unacceptable

    Gels and

    emulsions

    that had been used In selective

    complet~onwork were tried with no degree of success.

    Another approach was to form a sheath in a n enlarged

    well bore where low-pressure zones were encountered.

    Thls

    technique

    used hlgh-velocity air to erode the hole

    through the water-bearing section. A length of

    plastic

    plpe w ~ t h up-type packers spaced to cover the interval

    to be treated would be filled with an epoxy resin and

    spotted op pos ~te he zone see Flg.

    1

    The resin was

    then displaced Into the enlarged hole and chemically

    tlmed to set

    according

    to the temperature. Therefore,

    no appreciable w a ~ t l n g ~ n ~ eas required The resln

    Techn~cal Dr ~l l~ ngervrce, Inc M~dla nd,Texas

    ;Presented at the sprlng meetlng of the Rocky Mountaln D ~ s t r ~ c t

    D ~ v ~ s ~ o nf Product~on.Casper. y o Ap r~l

    960

    References are a t the end of th e paper

    expanded while setting to as much as five tllnes ~ t sng-

    lnal volume. After the resin had set up, the drlll pipe

    was rotated to break a neck on the plastlc plpe. A blt

    was then run to drill a hole through the plastlc plpe and

    resln, thus leavlng an impermeable sheath to exclude

    the water.

    T h ~ sechn~qu e howed some success, but was hm ~t ed

    to low-pressure format ~ons.As research capaclty was

    hmited,

    attention

    was dlrected to ot her shutoff methods.

    Research a t thls polnt was dlrected toward a lnaterlal

    tha t could be squeezed Into the fo nn at ~o n t relatively

    low pressures.

    Thls material would need a very low

    v~scosityu n t ~ l t was squeezed i nto place. Thus placed

    Into the formation ~t would set up elther on contact

    w ~ t h he water or through the chem~c al lmer.

    s B r e o k off Ne ck

    by

    R o l o t ~ n g P

    Plost~cP ~ p e

    Fig

    1

    Resin Displaced into the Eroded Well Bore

    with a Culculated Hydrostatic Head of Water

    and Allowed to Set

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    After the inater ia l has se t up w ~ t h ~ nhe water zone

    tt will be subjected to co ns~de rabl e ~ffe rent ial ressures

    once t he hole

    IS

    unloaded and relleved of its hydrostat~c

    head. Therefore, a prime character~st~cor the set-up

    nlater~alwould be e~ t h er reat strength or deep pene-

    t r a t ~ o nnto the permeable zone.

    Also, the material must not be affected by contaml-

    nants The method of mixture and ~nject~onhould be

    ea s~ ly ccompllshed on locatlo~lw ~ t h hm~ter l mount

    of special equ~pment.The se t t ~ng e r~odmust be easily

    regulated to prevent pres ett ~ng r t o a vo ~d ostly wait-

    lng t ime. F~nal ly , he ~n at er ~a lould need to be safe

    enough to be handled on locat~onw ~ t h ormal safety

    precaut~ons.

    Two products were ~nt rodu ced o the field wh ~c h on-

    t a ~ n e dmost of the foregoing

    characteristics.

    One was

    a wa ter gel th at i s pumped in a 11qu1d form The gel

    sets with the use of a chenlical t ~ n ~ e rnd w ~ t hempera-

    ture. Dilution w ~ t h ater tends to accelerate ~ t setting

    t ~ m e he other product

    IS

    a pl as t~ c h~ ch s also sensl-

    tlve to water. Both

    of these products have had wide

    u sa ge w ~ t home remarka ble successes

    A d~f fer ent pproach was the use of a liqutd and gas.

    The.liqu~dwas fi rst ~ntroduced n t ohe permeable zone

    and was followed by the g as \vl ~~cl ieactecl to form an

    insoluble precipitate. Thus, with the perlneab~ll ty ealed

    off, water shutoff had been acconlpl~shed

    The use of g as alone as a shutoff n le d~ u~ nas devel-

    oped after the successful acco~npl~shmentf the l ~ q u ~ d

    and gas. The gas In t h ~ s ase 1s s~licotl etrafluor~de

    which reacts with wate r In the form at ~o n o form a gel

    and thereby seals off the permeabil~ ty T h ~ s airly

    recent technique has seen w~ d e sage w ~ t h coils~der-

    able degree of s~ c c e s s . ~ , ~

    The most recent approach to water shutoff is a l~quld

    which combines w ~ t h ater to form a gel

    T h ~ s a t er ~ al

    has just been released to the field and ~ t sharacter~stics

    are not ava~lable.However.

    ~t

    s known that the ~nitial

    field trials of the liqu~d ave been highly successful

    ECONOMICS

    The pr~maryconsideration for in~tiattnga water-

    shutoff procedure s economics R I ~~ m e s generally

    the lar gest cost factor Therefore, by the use of advanced

    planning much trine can be saved If geological data

    ~ n d ~ c a t epotentla1 a qu ~f er s to be penetrated and the

    a v a ~ l a b ~ l ~ t yf m at er~ als nd tools needed fo r a water

    shutoff ar e known In advance, the clownt~tne ol the rtg

    may be cut to 24 hours or less

    depending

    upon well

    depth.

    The cost of water-shutoff in at er ~a lwould depend upon

    the zone ~tse lf. n other words, the zone detern i~ne s he

    amount of shutoff m at er ~a l eeded

    Other costs would include a pump truck, a n~trogen

    truc k, a plughead an d pump-down plug, diesel or alcohol

    a s a s w e e p ~n g ~ a t e r ~ a l , packer, and a h~gh-pressure

    compressor. I t should be noted, however, th at on mos t

    jobs only a portion of this equipment would be neces-

    sary. Generally, th e total cost, ~nc ludl ng lg time, would

    rang e from 2,000 to 6,000 de pe nd ~n g pon depth and

    formation character~st~cs.

    Several cons~derationscan eliminate lost time. The

    id en t~ ty f t he wa ter zone can be cl~fficult.The top can

    usually be p~ck ed y nottng the depth penetrated when

    the well stops du st ~n gThe lower portion of t he perme-

    able zone can be picked by the use of geological info r-

    ma t~ on nd the change In dri ll ~ng ates In some cases

    a s ~n al l one may n ot be noticed while drilling a t fas t

    rates and will show up after a trip or when the drilling

    rate decreases So n~ et ~m eslog may be needed to define

    the permeable zone.

    Some hole should be made below the water zone to

    act as a reservoir for wet cuttings and sloughing mate-

    r ~ a lo accumulate. The hole should be cleaned as much

    as poss~ble r io r to pu l l~ng he b ~ t

    h ~ s ay be best

    accompllshed by a dd ~n g foaming agent to wate r and

    ~nje ctln g nto the alr stream The hole clea ~nn g lso

    allows the formation to ~~r odu cet sluid which a t t~ m e s

    may draw down the zone's pressure, and thus allow the

    shutoff nlaterial to enter the zone at a lower pressure

    The packer se at should be p~c ked n a co~ilpetent one

    as near a s poss~ble o the permeable s ect~ on

    The job should be planned so as to use a mlnlmum

    amount of fl u~dLo ad ~n g he hole can charge up a zone

    above the packer that would bleed back into the well

    bore dur ~ng ry~ng-up pe ra t~ons T h ~ s ould result in

    l o s t t ~ men d r y ~ n g p the hole, and could also glve a

    false evaluat~onof the shutoff Several shutoffs have

    been aceompl~sheduslng only d~esel s a sweep ~ng lu~d

    and air, gas, or nitrogen as the flush No other flu ~dwas

    used. An inflatable-type fortnat~onpacker 1s used to

    w~ths tand he h ~ g h ~ f fe ren t~a lressures

    All poss~ble recautions should be taken to allow the

    squeeze mat er~ al o enter the for mat~ ons t as low a

    v ~ s c o s ~ t ys poss~ble A swee p~ngmaterial should be

    used ahead of all wate r-se ns~t ive hem~ cals

    Straddle packers may be con s~dered n some cases

    Each job w ~ l l epend upon tools, mat er ~a ls , nd hole

    cond ~tio ns o be designed fo r speed and effic~entopera-

    t ~ o n

    CASE HISTORIES

    The follow~ngcase htstones a re representatwe of

    some of th e d~ ff er en t roblenls encountered These jobs

    all used the s111con tetr aflu onde ga s However, the tech-

    nique used In a water-shutoff op er at ~o n s In general the

    same for other water-shutoff agents.

    Well A-Peeos County. Texas

    In t h ~ s ell ( see

    ig

    2) , 9.56-111. cast ng was se t a t

    6.088 f t Gas drt ll ~ngwas used unt~la fishing job

    occurred and was unsuccessful A wlnclow wa s cut In

    the ca s~ ng t ap prox ~mat ely ,600 f t and the old hole

    was s~detracked nd dr ~lled o about 5,900 f t w ~ t h ud

    The hole was the n unloaded and ga s-d r~l led o 5,970 ft

    where approximately 5 bbl of water per hour were

    encountered. The hole was then blown and ~mst-dr~lled

    to 6,466 f t in an att empt to dr y up the zone As the

    wate r ~n fl us ersisted, a water-shutoff was planned

    The well was cleaned with a f oa ln ~n g gent and wa ter

    p rior to pul llng the b ~ t

    traddle packers of the inflat-

    able type were then placed a t 5,950 f t and 6,088 f t to

    include any possible water zone. Then 6 gal of diesel

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    Fig. 2 - A Straddle-packer Squeeze Job

    After squeeze, gas drilling continued to below

    12 000 ft without a water problem.)

    were pumped into the drill pipe to be used as a sweep-

    ing agent and to inflate the packers, after which 252

    Ib of silicon tetrafluoride were injected as a shutoff

    material. This amount was less than 2 lb per f t of hole

    exposed; however, the water zone was only a few feet

    thick.

    Natura l ga s was used to bring th e pressure up to 725

    psi maximum line pressure. A pump-down was released

    and followed with a 4-bbl diesel blanket which, in turn,

    was followed by water. When the drill pipe contained

    18

    bbl of water, the bottom-hole pressure approached

    1,500 psi. A s th e annulus wa s unloaded t he packers were

    set with this differential pressure.

    Wa te r mjection continued until the bottom-hole pres-

    sure of 3,540 psi was reached and maintained. During

    this period the formation apparently took the diesel a t

    3 180

    psi bottom-hole pressure and

    a

    slight pressure

    dro p occurred when th e silicon tetrafl uoride wa s injected.

    The pressure then increased rather rapidly, indicating

    the plugging action taking place in the permeable zone.

    After the zone was apparently shut off, the drill-pipe

    pressure was released, unloading almost all the water,

    and the packers were unseated and pulled. A bit was

    run back in and the hole was cleaned with a foaming

    agent. Some silicon tetrafluoride was noticed, indicating

    the zone had plugged before all the gas had been

    displaced.

    The hole was dry-drilled with ga s for over two weeks

    without any fur th er indication of water.

    In this particular area the formation that was gas-

    drilled is principally a shale that is water-sensitive.

    Therefore, mis t drilling with chemicals presently avail-

    able is almos t impossible. More tha n 50 day s were saved

    by the continued use of gas drilling.

    This job used the bottom-hole pressure to determine

    when the plugging action was complete. The pressure

    gradient of 0.74

    psi per f t of depth will generally frac-

    ture formations with fluid. However, gas has been

    found to fractur e a t considerably lower pressures. Fo r

    this particular well a gradient of 0.6 psi per f t of depth

    was used; and when the formation supported the 3,540

    psi bottom-hole pressure the job was complete.

    Well B-Logan County, Ark ans as

    This well had 10 -in. casing set a t 733 ft. A 9 -in.

    hole was drilled out with air, and water was hit about

    1,520 ft. Another 29 f t were drilled, using a foa ming

    agent and water injected a t a constant rat e into the a ir

    line. Then when all geological data indicated that the

    permeable zones had been penetrated, a water shutoff

    with silicon tetrafluoride was planned to stop t he 4 bbl

    of water influx.

    The hole was cleaned with a foaming agent and an

    inflatable packer wa s run t o 1,503 f t and set with wate r

    pressure. The packer was then opened

    t

    circulating

    position and the hole was unloaded.

    The packer was opened below and 155 gal of diesel

    were injected, followed by

    320

    lb of silicon tetrafluoride.

    Nitrogen w as used t o complete the squeeze with a maxi-

    mum bottom-hole pressure of 975 psi. Upon unloading

    the hole after the packer w as pulled a small amount of

    water was still being produced by the permeable zone

    and, therefore, the use of mist drilling was necessary.

    The job wa s classed a s a pa rtial wate r shutoff. However,

    logs run on the completion of the well indicated a zone

    of pe rmeabi lity a t 1,549 f t which could have accounted

    for the small influx of water.

    Well C--Haskell County, Oklahoma

    This well was making about 2 bbl of water an hour

    from two zones in the Hartsharn sand. The 9-in. hole

    was drilled with gas as a circulating medium and pene-

    tration rates were fast enough

    t

    generate sufficient

    dust to keep the hole dehydrated. However, slow drill-

    ing below 3,500 f t allowed the moisture to form mud

    rings that eventually formed a severe annular restric-

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    tlon. Logs Indicated that the permeable zones were

    between 960 f t and 1,050 f t and between 1,160 f t and

    1,250 ft.

    Slhcon tetrafluoride mas used to shut off both zones.

    Inflatable-type straddle packers were set a t 1,145 f t and

    1,273 f t to trea t th e lower zone. Afte r th e packers were

    111 pos~tlon, 40 gal of dlesel and 400 lb of slllcon tetra-

    fluoride were used. Natural gas was used to set the

    packers, and was also used a s a flush A bottom-hole

    pressure of 630 psi wa s used to sh ut off t he lower zone.

    The packers were then released and pulled up to treat

    the upper zone.

    Natural ga s was used to set the packers a t 953 ft and

    1,081 ft Then 340 gal of dlesel and 200 lb of slllcon

    tetrafluorlde were injected, followed by natural gas for

    a flushlng agent. The inaxlnluin bottom-hole pressure

    used for the upper zone was 525 psl.

    Subsequent logs indicated t ha t a considerable zone of

    permeability

    exlsted a t a d epth of 3,500 ft . Thls zone

    had not been anticipated and was, therefore, not con-

    sldered for wa ter shutoff This zone a t 3,500 f t was prob-

    ably producing most of the water.

    Well E--Andrews County. Tex as

    .

    The format1011 frac ture d d uri ng th e squeeze of thi s

    job and st111 a high percentage of wat er shutoff w as

    attained

    The 8%-in. hole was air-drllled f rom t he casing point

    a t 4,100 f t to 4,364 f t, where damp cutti ngs were noted.

    At 4,912 f t th e voluine 0 water enterlng the hole

    approached 60 bbl per hour. At this point the hole was

    cleaned and an inflatable packer was iun and set at

    4,514 f t, th en 300 gal of dlesel wei e used a s a sweeplng

    age nt The silicon tetrafluorlde was diluted with nitro-

    gen In consideration of the long sect~onof hole to be

    squeezed. A nltrogen buffer followed the silicon tetra-

    fluorlde and the buffer was, in turn, followed by air

    pressure Nitrogen was again used to the maximum

    pres sure limlts of the equipme nt and th e pump-down

    plug was released. Water was used to complete the

    treatment

    At slightly over 2,500 psi bottom-hole pressure, a

    pressure drop of 500 psi was noted. This pressure drop

    probably Indicates the breaking down of the formation.

    Aft er t h ~ she maxiinurn bottom-hole pressure attained

    wlth further displacement was 2,135 psl

    The packers were pulled and the hole unloaded The

    water production was now measured a t 6 bbl per hour

    T h ~ s as a pleasant surpnse,

    considering

    a fractured

    formation.

    Well D-Alberta Canada

    Large-diameter holes can present an unusual problem

    of gre at forces with small dlfferentlal pressures. In t his

    well, 13%-in casi ng was set a t 3,720 ft. A 12%-ln. hole

    was drilled out to 3,808 f t with a small influx of wa ter

    apparently entering the hole a t or near the casing shoe

    Thls meant that the ~a c k e r eat would have to be lnslde

    the caslng. As an inflatable packer was the only type

    rea d~l y vailable,

    lt

    was seated In the float collar to

    att aln a s much frictlon a s posslble The hole had been

    cleaned

    Nitrogen was used as a sweeping fluid and as a buffer

    behind the silicon tetrafluorlde Air pre ssur e was used

    as a squeezing medium Annulus pressure was inain-

    tained to keep the dlfferentlal pressure a cross the packer

    froin becoming too great. Water and air pressure were

    used for this.

    A bottom-hole pressure of 2,315 psi was attained and

    the shutoff was colnpleted without any d~fficulty.

    I t IS interesting to note that a force of a quarter of

    a m~lllon ounds was acting beneath the packer.

    These case his tone s ar e Intended t o illustr ate some of

    the different problems and hole conditions that arise

    They are not meant a s any stand ard, for each job should

    be planned according to the hole conditions and tools

    and materials

    avallable

    CONCLUSIONS

    Water-shutoff techniques have advanced froin ,a tn al -

    and-error method to an accepted procedure for alr and

    ga s drilllng Varlous research organizations and service

    companies hav e contributed greatly to modern nlaterlals

    and techniques and are now strlving towards a inore

    efficient method of water shutoff. Although water-shut-

    off methods ar e st111 in the p rinl ary stag es, several

    iinportant factors can now be concluded.

    The less fractured or open the perineabillty, the bet-

    te r th e chance fo r complete wate r shutoff. Therefore, a

    stronger type of shutoff material 1s still needed.

    Squeeze pressures must be maintained a s low a s pos-

    sible to avold fracturing the water-bearing forn~atioli

    Inltlal results of wat er shutoff ~nd lca te hat better

    shutoffs are attained from

    materials

    that gel or set after

    enterlng the permeable sectlon.

    Flnally, and most important, the economics of shut-

    tlng off water zones can be held to a surprising mini-

    inuin by plannlng ahead This involves a st udy of t he

    characteristics of t he fo rm at ~o n o be penetrated, a

    knowledge of the tools and

    materials

    avallable, and

    being ready to cope with the s~tuationwhen t arises.

    The major cost of a water-shutoff treatment

    IS

    directly

    related to the t i ine consumed, and planning is the

    remedy.

    REFERENCES

    IRandall, B V; Lunlmus,

    J

    L; and Vincent, R

    Combatting Wet Formation While Drllling wlth Alr or

    Gas, D?-il l~n{/ ont,rnctor, Oct. (1958).

    ZHower, Wayne F , McLaughlln, Charles, Ramos, Joe;

    and Land, John: Water Can Be Controlled In Alr or Gas

    Drllling, IVorltl 0~1 ~ n parts) Par t

    I;

    Feb. (1959),

    P ar t 11, March (1959).

    sGoodwin, Robert J and Teplitz, A. J : A Water-

    shutoff Method for Sand-type Porosity in Air Drilling,

    T,rcrlls Ant I ns t. i l f ~ ) ~ z n ge t. E T L Q ~ S .Petroleltm Devel-

    op)~lemt

    ind

    T e c h n o lo q y ) .

    2 1 6 , G3 Oct (1958).

    4Sufal1, C. I . and McGhee, Ed: Water-shutoff Treat-

    ments for Air and Gas Drlllii~g,011 Gus

    J.

    57 [5 1 Dec.

    7 (1959)

    sBecker, Frederick L and Goodwln, Robert

    J:

    Private

    colnnlunlcation.

    Wrabb, H. H. Pnvate communication.