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    SMALL PARTICLE SIZE CEMENT

    D.P. EWERT S.W. ALMOND W.M. BIERHAUS

    this article begins on the next page FF

    PETROLEUM SOCIETY OF CIM/SOCAETY OF PETROLEUM ENGINEERS PAPER NO. CIM/SPE 90-117 THIS IS A PREPRINT - SUBJECT TO CORRECNON SMALL PARTICLE SIZE CEMENT BY Davld P. Ewert Stephen W. Almond W.PL Bierhous H@Wburton Serv@ PUBUCA71ON RIGHTS RESERVED THIS PAPER IS TO BE PRESENTED AT THE INTERNATIONAL TECHNICAL MEETING JOINTLY HOSTED BY THE PETROLEUM SOCIETY OF CIM AND THE SOCIETY OF PETROLEUM ENGINEERS IN CALGARY, JUNE 10 TO 13,1990. DISCUSSION OF TMS PAPER IS INVITED. SUCH DISCUSSION MAY BE PRESENTED AT THE MEENNG AND WILL BE CONSIDERED FOR PUBLICATION IN CM AND SPE JOUR

    WRITING WITH THE TECHNICAL PROGRAM CHAIRMAN PRIOR TO THE CONCLUSION OF THE MEETING. ABSTRACT The particle size of Class G oilwell cement has been responsible for limiting its use in specific remedial cementing operations. E;ince the largest particles in a typical Cla-c;s G cement are in the 100-150 micron range, cement slurries will not penetrate fractures narrower than about 0.4 millimeters (400 microns) or sand packs finer than abc)ut 10/20 mesh. Simply reducing the particle size of conventional 4@lass G cement was initially attempted to solve thi

    The chemical and physical properties of Class G clinker ma de it impossible to significantly lower the 'Particle size of the cement. HoweNrer, by modifying the clinker chemistry and the resultant physical characteristics of the material, a new small particle size cement (SPSC) has been produced. The SPSC material has particle sizes many times smaller than Class G cement, which allow it to penetrate into areas inaccessible to conventionally sized cements. References and illustrations at end of paper I 117-1 Some of the new applications areas whichically addressed are: 1. Sealing off vertical communication in a gravel packed completion by penetrating the pack sand up to the formation face. If placed properly, steam migration, unwanted water f low and low pressured, desaturated zones can be isolated or eliminated. 2. Squeeze cementing into narrow channels, microannuli, or narrow mud channels. 3. Depending on formation permeability, actual penetration into the formation itself. Labora

    slurry design, placement techniques, and field case histories are presented to illustrate the practical nature of SPSC. INTRODUCTION Squeeze cementing consists of many job types; squeezing off perforations, slotted liners or wire wrapped screens, liner laps or holes in casing. Usually, conventional cements can be designed to attain a successful squeeze, however, the squeezing of liners or wire wrapped screens has proven

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    PETROLEUM SOCIETY OF CIM/SOCIETY OF PETROLEUM ENGINEERS

    PAPER NO. CIMISPE 90-117

    THIS IS A PREPRINT - SUBJECT TO CORRECTION

    SMALL PARTICLE SIZE

    CEMENT

    Y

    David P. Ewert

    Slephen

    W. Almond

    W.M. Blerhaus

    HaJllburfon SGll \llca

    PUBUCATION RIGHTS RESERVED

    THIS PAPEII IS TO BE PIIESENTED AT THE INTEIINATIONAL TECHNICAL MEETING JOINTLY HOSTED BY THE

    PETROLEUM SOCIETY OF CIM AND THE SOCIETY OF PETIIOLEUM ENGINEERS IN CALGARY, JUNE 10 TO 13 1990.

    DISCUSSION OF THIS PAPEII

    IS

    INVITED. SUCH DISCUSSION

    MAY

    BE PIIESENTED

    AT

    THE MEETING AND WILL BE

    CONSIDEIIED

    FOil

    PUBUCAnON IN

    CIM

    AND SPE JOUIINALS IF FILED IN WRITING WITH THE TECHNICAL PIIOGIIAM

    CHAIIIMAN PIIIOIl TO THE CONCLUSION

    OF

    THE MEETING.

    ABSTRACT

    The p a r t i c l e s i z e

    of

    Class

    G

    o i lwe l l

    cement has been respons ib le for l imi t ing i t s

    use

    in

    spec i f ic

    remedial cementing

    opera t ions . s ince the

    l a rges t

    p a r t i c l e s in

    a typ ica l Class G cement a re in the 100-150

    micron range,

    cement

    s lu r r ies wil l

    not

    penetrate fractures

    narrower than about

    0 4

    mil l imeters 400

    microns)

    or sand

    packs

    f i ne r than about 10/20 mesh.

    Simply reducing

    the

    pa r t i c l e s i ze of

    convent ional Class G cement was

    i n i t i a l l y

    at tempted

    to

    solve t h i s problem. The

    chemical and physica l

    proper t i es

    of Class

    G c l i nke r made t imposs ib le to

    s ign i f i can t ly lower

    t he

    pa r t i c l e

    s i ze

    of the

    cement. However, by modifying tne c l i nke r

    chemist ry

    and the resu l

    t a n t phys ica l

    charac te r i s t i cs

    of the ma te r i a l ,

    a

    new

    small

    p a r t i c l e s i z e

    cement SPSC) has

    been

    produced.

    The

    SPSC mater ia l has p a r t i c l e

    s izes

    many t imes smal ler than Class G

    cement, which al low t to pene t r a t e in to

    a reas

    inaccess ib le to

    convent iona l ly

    s i zed

    cements.

    References

    and i l l u s t r a t i ons a t end of

    paper

    1171

    Some

    of

    the neW app l i ca t i ons a reas

    which can now be

    s p e c i f i c a l l y

    addressed are :

    1 Sealing of f v e r t i c a l

    communicat ion in

    a

    grave l

    packed complet ion

    by

    pene t r a t i ng the pack

    sand

    up

    to

    t he

    formation

    face .

    I f placed proper ly ,

    stearn

    migra t ion ,

    unwanted water f low

    and low pressured , desa tura ted

    zones

    can be i s o l a t ed

    o r el iminated .

    2. Squeeze cement ing in to narrow channels ,

    microannul i ,

    or narrow mud

    channels .

    J . Depending on

    formation

    permeabi1 i ty

    ac tua l pene t r a t i on

    in to

    the formation

    i t s e l f .

    Labora to ry development , s l u r r y des ign,

    placement t echniques , and

    f i e l d

    case

    h i s t o r i e s

    are

    presented

    to

    i l l u s t r a t e

    the

    prac t i ca l na tu re of SPSC.

    INTRODUCTION

    Squeeze cement ing

    cons i s t s of many

    job

    types ;

    squeezing

    of f

    pe r f o r a t i ons , s l o t t e d

    l i n e r s

    or

    wire

    wrapped screens , l i n e r l aps

    o r holes in cas ing . Usual ly, convent iona l

    cements can be designed to a t t a i n a

    SUccessful squeeze , however, the squeezing

    of 1

    iners

    o r wire

    wrapped screens has proven

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    i cu l t

    The

    primary reason

    fo r t h i s

    has been

    t h a t

    convent ional

    cements wi l l

    na t

    pene t ra te

    out

    in to

    he grave l pack and

    s i g n i f i c a n t l y

    reduce

    or hor izon ta l pe rm eabi l i ty .

    ecause

    of th . ls , problems such

    as

    unwanted

    product ion , desa tura ted

    in te rva l s , and

    breakthrough have

    gone

    la rge ly

    ntrea ted_

    convent ional

    oi lwe l l

    cements can

    not

    in to grave l packs because of t h e

    d i s t r i b u t i o n

    of t he cement p a r t i c l e s .

    t he l a rges t

    p a r t i c l e s are

    in the

    100-

    150 micron range, br idg ing and

    cement

    wil l

    occur when t he s lu r ry

    t tempts

    to

    pene t ra te

    f ra c tu re s

    narrower

    han about 0 4

    mIn 4QO

    microns) or sand

    f in e r

    than

    about

    10/20

    mesh.

    Since

    cement

    pene t ra t ion using

    cements was 5 0 d i f f i c u l t

    a t t empts to squeeze l ine rs

    or

    requi red perfora t ing

    the

    l i ner or

    screen and squeezing cement out the holes . '

    t h i s method

    proved

    accep tab le ,

    it

    equired not only p e r fo ra t in g , but placement

    f viscous polymer p i l l s pr io r

    to

    t h e

    SPSC was

    developed to so lve

    the problem

    f

    inadequate cement

    pene t ra t ion by

    smal l

    p a r t i c l e s i z e and proper

    ion. This

    combination

    alloWS t h e

    to pene t ra te

    the

    pack by e i t h e r

    of a plug (using a dump

    ba i le r )

    r by squeezing through a

    too l .

    As a

    s lu r ry

    design was

    being

    developed,

    fol lowing t e s t s were conducted.

    Size

    Dis t r ib u t io n

    Pa r t i c l e s i z e analyses were performed

    a Malvern

    Par t i c le

    SiZer

    3600E

    Ir

    by

    f i r s t

    co l l ec t i ng

    a background

    spectrum

    of

    f lu id . Cement was added

    by

    to an

    appropr ia te

    l evel ;

    the

    suspens ion was sub jec ted to a

    30

    ul t r a son ic

    t r ea tment , then

    c i r cu l a t ed

    the

    measuring

    ce l l fo r

    30 seconds .

    co l l ec t i on

    and reduc t ion func t ions were

    and re su l t s were

    recorded

    and

    to

    a p r i n t e r / p l o t t e r .

    Test s Gravi ty

    A column of

    sand

    approximate ly 6

    in .

    was

    prepared

    by plac ing e i t h e r 20/40

    r 40/60 mesh

    sand i n to

    a 1.25

    in .

    diameter

    tube .

    The

    tube

    was

    t apped

    on i t s s id e

    a cons tan t he igh t of

    sand

    was

    An equiva len t he igh t o f cement

    was

    poured

    i n to the tube

    and t h e

    capab i l i t y to pene t ra te the

    Plow

    Tes ts Pr e s s u r e

    A

    colUmn

    of

    sand

    approximate ly

    high

    was prepared

    by plaCing 20/40

    o

    mesh sand

    i n to

    a

    60cc

    syr inge

    (diam

    approximate ly 1.0 i n . ) . A 2.0 in .

    of

    cement

    s l u r ry

    was

    poured

    i n to

    t he

    the plunger Was placed onto

    the syr in

    pressure

    was

    appl i ed by hand, a

    s l u r r y ' s

    capab i l i t y

    to pene t ra t

    sandpack ~ a s monitored. Al l t e s t s w

    a t room temperature (approximate ly 7

    Slur ry Prepara t ion

    and Test ing

    s l u r r i e s

    eva lua ted

    fo r t h i s

    stud

    mixed in a

    Waring

    Blender,

    fol lowing

    S

    5 of API

    Spec

    10 . '

    Procedures used to

    obta in

    th ic

    t imes , f l u id l os s , f ree water ,

    comp

    s ~ r e n g t h and rheology

    da ta were

    ob

    from API

    Spec 10, also_

    RESULTS

    ND

    DISCUSSION

    Labora tory

    Test ing

    Three of t h e most

    commonly

    c r i t e r i a

    fo r

    determining plugging e f f i

    are p ar t i c l e s i z e , p a r t i c l e

    d i s t r ibu t ion , and number of p a r t i c l

    u n i t

    volume

    (concen tra t ion) .

    parameters were t h e re fo re

    used a

    c r l t e r l a fo r developing a cement

    pene t ra t ing e f f i c i ency . For example

    cement

    s lu r ry

    did

    not pass thro

    par t i cu la r sandpack,

    the

    p ar t i c l e s i ze

    be

    reduced, the

    p ar t i c l e s i ze

    dis t r ib

    could be

    narrowed,

    or

    more

    water co

    added to

    a id in s lu r ry pene t ra t ion

    sandpack.

    The cement samples obta ined fo

    pro jec t were

    qui t e

    var ied in na ture

    both source and composi t ion.

    The

    C

    sample ~ a s obta ined

    from

    a de l ive ry

    as

    the cement was being o f f loaded

    s to rage s i l o . This sample

    ~ a s

    bel ie

    be

    r e p re se n ta t iv e of a typica l

    C

    cement. Sample A

    was obta ined

    from a

    su p p l i e r

    a f t e r

    a

    c l as s

    G

    c l in k e r

    was

    in a j a rmi l l in

    the labora tory

    t

    smal les t

    s i z e

    poss ib le . Sample

    B

    cements

    were ground

    from a

    c l inke

    d i f f e r e n t

    chemical

    makeup

    t han C

    cement. Chemical composi t ion determin

    resu l t an t phys i c a l c h a ra c t e r i s t i c s ,

    t h i s case , i t s gr indab i l i t y . For

    reason ,

    a smal le r

    p a r t i c l e

    s i z e co

    obta ined .

    Sample

    D was obta ined fr

    overseas

    manufactUrer

    and was ground

    mixture

    of

    cement

    and s lag to

    obta

    extremely smal l p ar t i c l e s ize . sam

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