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  • 7/24/2019 EOR-L-10-AH-27 Nop 06

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    Waterflood Surveillance-1

    Dosen : Ir Andry halim, MM

    STT MIGAS, Bali!a!an

    "##$

    %ecture 1#

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    &oida'e (ontrol

    "

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    Desi'n of Waterflood )ro*ect

    &oida'e (ontrol

    + &oida'e control involves monitorin' in*ection and ithdraal

    volumes to ensure the correct in*ection is added to the

    reservoir and at the !ro!er locations to maimi.e secondary

    recovery

    + Where: Bo / 0il formation volume factor 2B3SlB4

    5! / 0il !roduction at stoc tan conditions

    W! / Water !roduction

    6

    2eservoir Withdraal s / W! 7 5!Bo

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    Desi'n of Waterflood

    &oida'e (ontrol

    )ro*ect

    + If free 'as eists 8 is 9ein' !roduced:

    Where: B'/ Gas formation volume factor

    2(3S(4

    Surface !roduced4 'as oil ratioS(3SlB04

    Solution 'as oil ratio S(3SlB04

    2! /

    2s/

    ;

    2eservoir Withdraal s / W! 7 5!Bo 75!2! - 2s4B'

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    Desi'n of Waterflood )ro*ect

    &oida'e (ontrol

    + In*ection Withdraal 2atio IW24 - commonly used

    for monitorin' aterfloods

    + Monthly secondary recovery re!orts should alayscontain calculated IW2 for each !attern

    + (alculated 9y dividin' effective in*ection 9yreservoir ithdraals:

    2eservoir Withdraals

    uals ithdraals, IW2 / 1?#

    + IW2 ill vary durin' the aterflood life

    - Durin' re!ressurin' early in the life of aterflood, IW2

    ill 9e hi'h 9ecause reservoir !ressure islo 8 ithdraals have not started increasin'

    - After fill-u! is reached 8 aterflood is a!!roachin'steady-state, IW2 ill decrease 8 a!!roach 1?#

    - If IW2 dro!s to 9elo 1?#, total fluid volume ill 9e'into decrease 8 corrective actions should 9e taen

    $

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    Desi'n of Waterflood )ro*ect

    &oida'e Data Sources

    + " useful !lots are avera'e reservoir !ressure

    versus time and avera'e reservoir !ressure versuscumulative oil

    + 5ote the !ressure chan'e in the late 1@#s after a fore destroyed

    in*ection facilities

    field

    + lhe effect on reservoir re!ressurin' as si'nificant, 9ut ould have 9een

    difficult to monitor ithout this avera'e reservoir !ressure curve

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    Desi'n of Waterflood )ro*ect

    )attern &oida'e

    + )attern allocation usually

    uses a !attern allocation

    factor calculated usin'

    an'le 9eteen in*ection

    ell 8 to ad*acent offset

    in*ection ells in

    the !attern

    or interior !atterns, divide

    this an'le 9y 6$#o to o9tain

    factoractors are sometimes

    ad*usted ei'hted4 for

    reservoir !ay volumes

    +

    +

    C

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    &oida'e (alculation

    =am!le )ro9lem 1?$-1

    A small aterflood is !roducin' 1$,

  • 7/24/2019 EOR-L-10-AH-27 Nop 06

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    )attern &oida'e (alculation

    =am!le )ro9lem 1?$-"

    A mature

  • 7/24/2019 EOR-L-10-AH-27 Nop 06

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    &oida'e (alculation

    =am!le

    A small

    BW)D?

    )ro9lem

    aterflood

    The ater

    1?$-1

    is !roducin' 1$,

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    )attern &oida'e (alculation

    =am!le )ro9lem 1?$-"

    A mature

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    Desi'n of Waterflood )ro*ect

    &oida'e Ma!!in'

    )attern &oida'e Ma!

    + lo vie 'ra!hically the !attern voida'e across a field or

    reservoir, a colored !attern ma! is sometimes used

    + )atterns are classified as over 9alanced, under

    9alanced, or 9alanced 9ased on in*ectionithdraal ratios

    16

    Ender Balanced

    0ver Balanced

    Balanced

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    Desi'n of Waterflood )ro*ect

    &oida'e Ma!!in'

    )attern &oida'e Bu99le Ma!+ Eseful !attern voida'e tool

    - (reates 9u99les shoin' !ositive 8 ne'ative voida'e 9y !atterns

    - )ositive 8 ne'ative voida'es have different colors

    - =ither diameter or area of 9u99le are !ro!ortional to

    a9solute value of voida'e or IW2

    1;

    Ender Balanced

    0ver Balanced

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    Desi'n of Waterflood )ro*ect

    Ste! for Esin' &oida'e Ma!+ Set routine schedule for evaluatin' !attern voida'e !erformance

    + Define o!timum data needed 8 most effective 'ra!hical !resentation

    + =sta9lish 9aseline of !attern !erformance:

    - What is ty!ical for !atterns in this reservoirF

    - What is ty!ical for each !attern throu'h timeF

    + =valuate current !attern voida'e data:

    - (lues from 'eneral !attern voida'e trends

    - 2elative ma'nitude of voida'e anomalies

    + Identify anomalies

    + Determine if voida'e anomalies are si'nificant

    + Determine conclusions a9out !attern voida'e:

    - Is calculated !attern voida'e validF

    - as it 9een occurrin' for some timeF

    - Is it si'nificantF

    - What are !ossi9le root causesF

    + Identify ells hich may 9e contri9utin' to !attern voida'e anomaly

    + Identify o!tions

    (h $ -11