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8/18/2019 Simulasi Reservoir Dalam Rangka Optimisasi Waterflooding
1/18
I. JUDUL
"PEMODELAN INJEKSI AIR BERPOLA PADA LAPANGAN XUNTUK PERENCANAAN OPTIMASI PENDESAKAN"
II. LATAR BELAKANG
Waterflood mer!aa# $ala% $at metode !rod$& 'a#( mm d&(#aa#
!ada !ro$e$ $e)o#dar' re)o*er'+ are#a $ela ,a%a# -e$& 'a#( ter$ed&a dalam
-mla% 'a#( ,e$ar+ .aterflood mem!#'a& ef&$&e#$& !e#de$aa# 'a#( le,&% ,e$ar
-&a d&,a#d(a# de#(a# $e)o#dar' re)o*er' !ro)e$$ 'a#( la /&mm&)&,le (a$
-e)t&o#01 Sala% $at !a'a 'a#( da!at d&laa# #t me#(ata# fator
!erole%a# m'a adala% de#(a# mem,at !ola $mr -e$&2!rod$& /!atter#
.aterflood0+ 'a#( ,ert-a# #t me#da!ata# !ola !e#'a!a# 'a#( $eef&$&e#
m#( Pada o!era$& !atter# .aterflood+ $mr2$mr -e$& da# !rod$&
mm#'a d&,e#t dalam $at !ola terte#t 'a#( ,eratra#+ m&$al#'a !ola t&(a
t&t&+ l&ma t&t&+ t-% t&t&+ da# $e,a(a'a+ ,a& #ormal /re(lar0 ma!# ter,al&
/*erted01
O!t&ma$& !atter# .aterflood ,&a$a#'a d&laa# $etela% !rod$& m'a
'a#( d&%a$&la# $da% t&da o!t&mal+ 'a#( d&ta#da& de#(a# ,e$ar#'a .ater )t1
O!t&ma$& !ola !e#de$aa# !ada -e$& a&r ,er!ola da!at d&laa# de#(a# 3
!e#(atra# !ola ,ar dar& !ola 'a#( $da% ada /!atter# re2al&(#me#t0
!e#e#ta# metode !e#(-e$&a# a&r -e$& /-e)t&o# $trate('0
!er,a%a# !erfora$& da# a)re2$!a)(+
!er,a%a# $mr -e$& me#-ad& $mr !rod$&1
Se,elm !e#e#ta# da# !ere#)a#aa# -e#&$ o!t&ma$& 'a#( aa# d&tera!a#+
terle,&% dl %ar$ d&laa# $td& 'a#( ,er%,#(a# de#(a# er-a 'a#( aa#
d&%a$&la# dar& ma$(2ma$( -e#&$ o!t&ma$& $erta !e#(ar%2!e#(ar%#'a1 Std&
& da!at d&laa# de#(a# !em,ata# model matemat&$ dar& $&$tem 'a#( aa#
d&!ela-ar&1 4al&da$& data 'a#( arat !ada !ro$e$ $&mla$&+ d&%ara!a# da!at
me#(%a$&la# (am,ara# 'a#( -ela$ da# me.a&l& e#'ataa# me#(e#a& er-a
$&$tem1
8/18/2019 Simulasi Reservoir Dalam Rangka Optimisasi Waterflooding
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II. MAKSUD DAN TUJUAN
T-a# dar& !e#l&$a# T(a$ A%&r & adala% #t mere#)a#aa# $at
!ro(ram o!t&ma$& !atter# .aterflood 'a#( $da% ada da# $eda#( ,er-ala#+ 'a#(
d&da$ara# !ada %a$&l !ro$e$ $&mla$&1 Pro(ram o!t&ma$& & d&%ara!a# da!at
me#(ata# !erole%a# m'a da# mem!er!a#-a#( $&a !rod$&1
III. TEORI DASAR
4.1. Konsep Dasar Pendesakan Minak o!e" Air
Ko#$e! !e#de$aa# fl&da re$er*o&r ,er%,#(a# de#(a# arater&$t&
,ata# re$er*o&r1 Se)ara (ar&$ ,e$ar arater&$t& ,ata# re$er*o&r da!at
d&elom!oa# me#-ad& da ma)am+ 'a&t $&fat da$ar ,ata# &t $e#d&r&+ $e!ert&
!oro$&ta$+ !ermea,&l&ta$ da# d&$tr&,$& ra# !or&+ $erta $&fat 'a#( ter,e#t
de#(a# ada#'a tera$& a#tara ,ata# de#(a# fl&da+ $e!ert& .etta,&l&ta$+ tea#a#
a!&ler+ da# d&$tr&,$& $atra$& fl&da1
Z
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Z o n a M i n y a
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i
A r a h P e n d e s a k a n
Ga#$ar 4.1.Proses Pendesakan Minak 50
Pada !ro$e$ !e#de$aa# m'a ole% a&r aa# terda!at $at 6o#a tra#$&$&
d&a#tara eda#'a1 7o#a ter$e,t mem!#'a& !er,a%a# $atra$& dar& m'a da#
a&r de#(a# -ara 'a#( d&!e#(ar%& ole% $&fat f&$& fl&da da# ,ata#+ t(at
m&$&,&l&ta$ a#tara fl&da -e$& da# fl&da 'a#( d&-e$&1 7o#a tra#$&$&
mem!#'a& !er,a%a# $atra$& fl&da de#(a# *ar&a$& 899: m'a $am!a& 899:
a&r1
8/18/2019 Simulasi Reservoir Dalam Rangka Optimisasi Waterflooding
3/18
%e&&a$i!i&as
Pada tera$& o#ta !ermaa# a#tara fl&da da# ,ata#+ ter-ad& (a'a
tar&2me#ar& a#tara )a&ra# de#(a# ,e#da !adat /(a'a ad%e$&0+ 'a#( mer!aa#
fator dar& te(a#(a# !ermaa# a#tara fl&da da# ,ata#1
Sat )a&ra# da!at d&ataa# mem,a$a%& 6at !adat -&a te(a#(a# ad%e$'a
!o$&t&! /θ ; 89=o0+ ,erart& ,ata# ,er$&fat oil wet 1
Gam,ara# te#ta#( water wet da# oil wet d&t#-a# !ada Ga#$ar 4.'.+
'a&t !em,a$a%a# fl&da dalam !or&2!or& ,ata#1 ?l&da 'a#( mem,a$a%& aa#
)e#der#( me#em!at& !or&2!or& ,ata# 'a#( le,&% e)&l+ $eda#(a# fl&da t&da
mem,a$a%& )e#der#( me#em!at& !or&2!or& ,ata# 'a#( le,&% ,e$ar1
a . O i l W e t b . W a te r W e t
P o r e s p a c e o c c u p i e d b y H OR o c k a t r i !P o r e s p a c e o c c u p i e d b y O i l
Ga#$ar 4.'.
Pe#$asa"an (!)ida da!a# Pori*pori Ba&)an
@0
Pada mm#'a re$er*o&r ,er$&fat water wet + $e%((a a&r )e#der#( #t
meleat !ada !ermaa# ,ata# $eda#(a# m'a aa# terleta d&a#tara fa$a a&r1
Jad& m'a t&da mem!#'a& (a'a tar&2me#ar& de#(a# ,ata# da# aa# le,&%
mda% me#(al&r1 ar(a .eta,&l&ta$ da# $dt o#ta #'ata da!at d&te#ta#
,erda$ara# arater&$t& !em,a$a%a#+ 'a#( mer!aa# f#($& dar& t%re$%old
!re$$re /Pt01
8/18/2019 Simulasi Reservoir Dalam Rangka Optimisasi Waterflooding
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Tekanan Kapi!er
Tea#a# a!&ler /P)0 d&def&$&a# $e,a(a& !er,edaa# tea#a# 'a#( ada
a#tara !ermaa# da fl&da 'a#( t&da ter)am!r /)a&ra#2)a&ra# ata )a&ra#2(a$0
$e,a(a& a&,at dar& ter-ad'a !ertema# !ermaa# 'a#( mem&$a%a# eda
fl&da ter$e,t1
Sa&)rasi (!)ida
Be$ar#'a a#d#(a# fl&da 'a#( me#(&$& !or&2!or& ,ata# re$er*o&r
d'ataa# de#(a# $atra$&+ 'a&t !er,a#d(a# a#tara *olme fl&da ter$e,tde#(a# *olme !or&2!or'a1 Pada !or& ,ata# 'a#( ,er&$& fl&da (a$2m'a2a&r+
maa -mla% et&(a $atra$'a adala% $at+ $eda#(a# !ada !or& ,ata# 'a#(
%a#'a ,er&$& (a$ da# m'a+ ata!# a&r da# m'a+ -mla% eda $atra$'a
teta! $at1
Satra$& m'a+ (a$ da# a&r 'a#( terda!at $e,elm -e$& d&mla&
d&$e,t $atra$& a.al /initial saturation01 Be$ar#'a %ar(a $atra$& a.al &
ter(a#t#( dar& ta%a! !rod$'a1 A!a,&la dalam re$er*o&r tela% d&laa# ta%a!
!rod$& !r&mer+ maa $atra$& m'a 'a#( d&t((ala# mer!aa# $atra$&
m'a a.al !rod$& ta%a! eda /$e)o#dar' re)o*er'01
Dis&ri$)si Sa&)rasi se$e!)# In+eksi (!)ida
?l&da 'a#( me#(&$& re$er*o&r ,&a$a#'a t&da terd&$tr&,$& $e)ara merata+
melaa# ,er*ar&a$&1 Pada $aat !rod$& !r&mer+ ter-ad& !e#(ra#(a# $atra$&
fl&da d& $e&tar $mr !rod$&+ $e%((a aa# mem!e#(ar%& $atra$& fl&da
$e)ara e$elr%a#1
4ar&a$& $atra$& fl&da re$er*o&r d&!e#(ar%& ole% arater&$t& ,ata#
re$er*o&r+ a#tara la 3
l&tolo(& ,ata#+
d&$tr&,$& ra# !or& da# d&$tr&,$'a+
dera-at e,a$a%a# ,ata# re$er*o&r+ da#
!o$&$& $trtr1
8/18/2019 Simulasi Reservoir Dalam Rangka Optimisasi Waterflooding
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Be$ar#'a l,a#( !or&2!or& adala% ,er*ar&a$& #t $et&a! re$er*o&r+
ter(a#t#( -e#&$ ,ata##'a1 Se)ara mm d&,a(& me#-ad& !or&2!or& e)&l+ $eda#(+
da# ,e$ar+ ter(a#t#( -ar&2-ar& l,a#( !or&2!or& ter$e,t1 Jar&2-ar& !or& 'a#( e)&l
)e#der#( #t d&&$& ole% fl&da 'a#( mem,a$a%&+ $eda#(a# #t -ar&2-ar& !or&
'a#( ,e$ar )e#der#( d&&$& ole% fl&da 'a#( t&da mem,a$a%&1 ?l&da 'a#(
mem,a$a%& %a#'a mem,e#t $at f&lm 'a#( t&!&$ !ada dd( !or&2!or'a+
da# a!a,&la -mla% fl&da 'a#( mem,a$a%& %a#'a $ed&&t+ maa fl&da ter$e,t
aa# ,er$a%a #t me#em!at& !or&2!or& 'a#( e)&l1
Dis&ri$)si Sa&)rasi pada saa& Pendesakan
Pada $aat -e$& fl&da mla& d&la$a#aa# melal& $at $mr -e$&+
maa fl&da -e$& ter$e,t aa# me#(&$& !or&2!or& 'a#( $emla d&tem!at& ole%
fl&da 'a#( d&de$a#'a1 ?l&da 'a#( d&de$a ter$e,t aa# ,er$a%a me#-
$mr !rod$& de#(a# me#de$a fl&da 'a#( terde$a d&de!a##'a1
Pada 6o#a tra#$&$& aa# terda!at $at !erem,a#(a# $atra$&+ dar& $atra$&
fl&da !e#de$a d& ,elaa#( da# $atra$& fl&da 'a#( d&de$a d& ,a(&a# de!a##'a1
A!a,&la fl&da 'a#( terda!at d& ma fro#t le,&% dar& $at $e!ert& m'a da# (a$+
maa d&$tr&,$& $atra$& 'a#( ,erada d& de!a# fro#t aa# le,&% om!le$1
Co#to%#'a adala% !ro$e$ !e#de$aa# a&r !ada re$er*o&r solution gas drive1
M'a da# (a$ 'a#( ada dalam re$er*o&r+ eda#'a da!at ,er(era1 Ga$
mm#'a mem!#'a& *&$o$&ta$ 'a#( le,&% e)&l da# mo,&l&ta$ 'a#( le,&% ,e$ar
dar& m'a+ $e%((a (a$ aa# le,&% )e!at ,er(era me#((ala# m'a1
Per,edaa# mo,&l&ta$ & mem,e#t 6o#a terte#t d&de!a# fro#t 'a#( mem!#'a&
$atra$& m'a 'a#( le,&% ,e$ar1 7o#a & d&$e,t 6o#a oil bank 1
Dalam 6o#a tra#$&$& fl&da !e#de$a da# fl&da 'a#( d&de$a+ $atra$& da#
fra$& al&ra# fl&da !e#de$a aa# ,ertam,a% ,e$ar e ara% $mr -e$&+
emd&a# $atra$& da# fra$& al&ra# fl&da 'a#( d&de$a aa# ,ertam,a% ,e$ar e
ara% $mr !rod$&1 Pada ,e,era!a !ro$e$ -e$&+ fl&da 'a#( d&-e$&a# aa#
me#(&$& $ema ra#(a# !or&2!or& d& daera% re$er*o&r 'a#( ter$a!1 Ada -(a
em#(a# ,a%.a fl&da 'a#( d&-e$&a# t&da da!at me#(&$& $ema !or&2
8/18/2019 Simulasi Reservoir Dalam Rangka Optimisasi Waterflooding
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!or'a+ are#a !or&2!or& ter$e,t d&tem!at& ole% m'a+ a&r ata (a$ 'a#(
mer!aa# $at $atra$& re$&d1
Mo$i!i&as (!)ida
Mo,&l&ta$ fl&da adala% $at ra# 'a#( me##-a# emda%a# $at
fl&da #t me#(al&r melal& med&a ,er!or& de#(a# $at (rad&e# tea#a#
terte#t1 Mo,&l&ta$ ?l&da d&def&$&a# $e,a(a& !er,a#d(a# a#tara !ermea,&l&ta$
efet&f fl&da ter$e,t ter%ada! *&$o$&ta$#'a !ada o#d&$& re$er*o&r+ $e$a&
de#(a# Persa#aan ,4*1-+ $e,a(a& ,er&t 3
f
f f "
µ=λ 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 /280
Mo,&l&ta$ mer!aa# f#($& dar& $&fat fl&da ,ata#+ d&ma#a %ar(a#'a
,er*ar&a$& $e$a& de#(a# $atra$&+ tea#a# da# tem!eratr#'a1 Mo,&l&ta$ fl&da
aa# ,er,eda2,eda ter(a#t#( !ada tem!at fl&da &t ,erada da# .at
!ela$a#aa# -e$& fl&da#'a1
Mo,&l&ta$ ra$&o d&def&$&a# $e,a(a& !er,a#d(a# mo,&l&ta$ m'a
de#(a# mo,&l&ta$ fl&da !e#de$a1 Mo,&l&ta$ ra$&o a&r ter%ada! m'a d'ataa#
de#(a# !er$amaa# $e,a(a& ,er&t 3
.
o
ro
r.
o
.o.+
F
"
" M =
λ
λ= 111111111111111111111111111111111111111111111111111111111111111 /2@0
A$m$&2a$m$& 'a#( d&(#aa# dalam Persa#aan ,4*'- d&ata$ adala% 3
Pe#de$aa##'a $e!ert& !e#de$aa# !&$to# / piston like displacement 0+ 'a&t
$atra$& fl&da 'a#( d&de$a ,erra#( de#(a# ta-am dar& $atra$& a.al
$am!a& de#(a# e $atra$& re$&d#'a $etela% d&lal& ,&da#( front 1
Pada daera% 'a#( ,elm ter$a! ole% fl&da !e#de$a %a#'a terda!at $at
al&ra# fl&da $a-a 'a&t fl&da 'a#( d&de$a+ $eda#(a# !ada daera% 'a#(
ter$a! -(a terda!at al&ra# $at ma)am fl&da 'a&t fl&da 'a#( mer!aa#
fl&da !e#de$a1
Selr% ,ata# re$er*o&r mem!#'a& $!e$&f& !ermea,&l&ta$ 'a#( $ama
/re$er*o&r %omo(e# &$otro!&0
8/18/2019 Simulasi Reservoir Dalam Rangka Optimisasi Waterflooding
7/18
4&$o$&ta$+ !ermea,&l&ta$ efet&f+ mo,&l&ta$ fl&da !e#de$a da# fl&da
'a#( d&de$a d&a#((a! teta! $elama !e#de$aa# ,erla#($#(1A!a,&la !ro$e$ !e#de$aa##'a ole% fl&da 'a#( ter)am!r+ maa
!ermea,&l&ta$ efet&f fl&da !e#de$a da# fl&da 'a#( d&de$a adala% $ama1
De#(a# dem&&a# mo,&l&ta$ ra$&o#'a da!at d&$eder%a#aa# me#-ad& !er,a#d(a#
*&$o$&ta#'a $a-a1
4.1.1. Eisiensi Pendesakan
Ef&$&e#$& !e#de$aa# d&def&$&a# $e,a(a& !er,a#d(a# a#tara *olme
%&droar,o# 'a#( da!at d&de$a dar& !or&2!or& de#(a# *olme %&droar,o# total
dalam !or&2!or& ter$e,t1
Pada a$$ !e#de$aa# l&er+ )o#to%#'a med&a ,er!or& ,er,e#t $&lder
da# $ema !or&2!or& d& ,elaa#( fro#t da!at d&&$& ole% fl&da !e#de$a#'a+ maa
ef&$&e#$& *olmetr& aa# me#)a!a& 899: da# %,#(a# mm 'a#(
me##-a# ef&$&e#$& !e#de$aa# adala% $e,a(a& ,er&t 3
o&
or o&
d S
SS
E
−
= 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111 /20
Pada $aat da# $e,elm ,reatro(% ter-ad&+ ef&$&e#$& !e#de$aa#
d&t#-a# ole% Per$amaa# 3
o&
BTor o&BTd
S
0/SS0/E
−= 1111111111111111111111111111111111111111111111111111111111111111111111 /20
ar(a Sor aa# ,erra#( da# Ed aa# ,ertam,a% de#(a# ter$ ,erlal#'a
6o#a tra#$&$& melal& $mr !rod$&+ $e%((a $etela% 6o#a tra#$&$& & ,erlal
aa# d&!erole% %ar(a Sor m&mm 'a#( mer!aa# %ar(a $atra$& m'a
irreducible da# ef&$&e#$& !e#de$aa# me#)a!a& %ar(a ma$&mm+ $e$a& de#(a#
Per$amaa# 3
o&
mor o&maFd
S
0/SS0/E
−= 11111111111111111111111111111111111111111111111111111111111111111111111 /2=0
8/18/2019 Simulasi Reservoir Dalam Rangka Optimisasi Waterflooding
8/18
Pendesakan Tak Ter/a#p)r
Ko#d&$& !e#de$aa# ta ter)am!r ter-ad& !ada fl&da !e#de$a 'a#(
mem!#'a& $&fat t&da me#)am!r /immicible0 de#(a# fl&da !e#de$a1 A!a,&la
fl&da !e#de$a ,er$&fat t&da mem,a$a%&+ maa aa# ter,e#t $at ,&da#( a#tar
!ermaa#+ a#tara fl&da 'a#( mem,a$a%& da# fl&da 'a#( ,er$&fat t&da
mem,a$a%&1
Pro$e$ !e#de$aa# !ada .aterflood( da!at d&ate(or&a# $e,a(a& !ro$e$
!e#de$aa# ta ter)am!r1 A&r 'a#( ,er$&fat t&da mem,a$a%& aa# ,er$a%a
me#em!at& !or&2!or& 'a#( ,e$ar 'a#( $emla d&&$& ole% m'a+ da# ,er$a%ame#ero,o$ m'a e ara% $mr !rod$&1 Jad& dalam !e#de$aa# & t&da
terda!at $at fro#t 'a#( -ela$ a#tara fl&da !e#de$a de#(a# fl&da 'a#( d&de$a+
me$&!# terda!at (rad&e# $atra$& a#tara $mr -e$& de#(a# $mr !rod$&+
teta!& !e#de$aa# & mem!#'a& ef&$&e#$& !e#de$aa# 'a#( relat&f e)&l $e%((a
ma$&% ,a#'a me#((ala# *olme m'a re$&d1 A!a,&la fl&da !e#de$a
,er$&fat mem,a$a%&+ maa (rad&e# tea#a# !e#de$aa# t&da mtla d&!erla#1
Pro$e$ !e#de$aa# aa# ter$ ,erla#($#( $elama fl&da 'a#( d&de$a ma$&% ter$
me#(al&r %((a d&)a!a& $at eadaa# d&ma#a fl&da 'a#( d&de$a aa#
mer!aa# fa$a t&da o#t' da# mem!#'a& %ar(a !ermea,&l&ta$ efet&f
me#deat& %ar(a #ol 'a#( $da% da!at me#(al&r la(&1
Pro$e$ !e#de$aa# ole% fl&da mem,a$a%& le,&% ef&$&e# -&a d&,a#d(a#
de#(a# !e#de$aa# ole% fl&da 'a#( t&da mem,a$a%&1 al & ter-ad& are#a
ada#'a efe a!&ler+ (rad&e# $atra$& d& ,elaa#( fro#t+ 6o#a tra#$&$& 'a#( $em!&t
da# $atra$& fl&da 'a#( d&-e$& le,&% $em!&t1 A!a,&la fl&da !e#de$a le,&%
*&$)o$ dar&!ada fl&da 'a#( d&de$a /$e!ert& a&r me#de$a (a$ ata m'a
r(a#0 da# !er,edaa# !oro$&ta$ 'a#( terda!at !ada ,ata# re$er*o&r t&da ,e(&t
,a#'a+ maa ,&da#( fro#t aa# le,&% -ela$ #am!a1 Jad& $ema fl&da 'a#(
d&de$a+ ,a& (a$ ata!# m'a aa# me#(al&r d& de!a# fro#t $eda#(a# d&
,elaa#( fro#t %a#'a terda!at $atra$& re$&d dar& fl&da2fl&da 'a#( d&de$a
ter$e,t1
8/18/2019 Simulasi Reservoir Dalam Rangka Optimisasi Waterflooding
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Per$amaa# 'a#( d&(#aa# #t me#(%&t#( ef&$&e#$& !e#de$aa#
d&em,a#(a# !ertama al& ole% Buckley-Leverret emd&a# d&em,a#(a# ole%
,e,era!a !e#l&$ la#'a1
U#t !e#de$aa# $at d&me#$& d& dalam med&a ,er!or&+ fra$& al&ra#
fl&da !e#de$a adala% 3
M0 H/8
PI
M0 H/8
JK($LI
M8
Mf )888
+
∇+
+−
+= 11111111111111111111111111111111111111111 /250
8r@
@r8
@
8
"
"
I
IM == 1111111111111111111111111111111111111111111111111111111111111111111111111111 /2
8/18/2019 Simulasi Reservoir Dalam Rangka Optimisasi Waterflooding
10/18
" is p l a c i n # F lu i d $ a t u r a t i o n
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Proi! Sa&)rasi da!a# Pendesakan Tak Ter/a#p)r Sa&) Di#ensi 50
8/18/2019 Simulasi Reservoir Dalam Rangka Optimisasi Waterflooding
11/18
Berda$ara# Per$amaa# fra$& al&ra#+ maa fator 'a#( mem!e#(ar%&
!e#de$aa# ta ter)am!r adala% 3
1. Mo$i!i&as rasio
Pada $ !ertama dalam Persa#aan ,4*2-+ 'a#( me##-a# (a'a
*&$)o$ mer!aa# fator 'a#( ,er!e#(ar% !ada fra$& al&ra#1 Pada %ar(a
$atra$& terte#t+ fra$& al&ra# fl&da !e#de$a aa# me#(e)&l !ada
mo,&l&ta$ ra$&o 'a#( e)&l1 A&,at#'a ter-ad& eterlam,ata# ,reat%ro(%
da# me#(ata# ef&$&e#$& !e#de$aa# !ada *olme 'a#( d&-e$&a#1
De#(a# ata la+ ef&$&e#$& !e#de$aa# !ada a,o#do#me#t aa# le,&%
t((& !ada mo,&l&ta$ ra$&o 'a#( le,&% e)&l are#a ,erra#(#'a
!rod)( )t dar& fl&da !e#de$a1
'. Gaa Gra3i&asiona!
S eda dalam Persa#aan ,4*2- me#'a-&a# !er,a#d(a# a#tara
(a'a (ra*&ta$&o#al da# (a'a *&$)o$1 al & da!at d&tl&$ la(& $e,a(a&
B&la#(a# Gra*&ta$& /N(0+ adala% 3
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= $ N88M
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(8 111111111111111111111111111111111111111111111111111 /20
JK(I N @( = 111111111111111111111111111111111111111111111111111111111111111111111 /2890
J&a %ar(a /N( $ α0 ,e$ar+ (a'a (ra*&ta$&o#al aa# ,er!e#(ar% ter%ada!
r*a fra$& al&ra#1 ar(a !o$&t&f 'a#( le,&% t((& dar& N( $ α
me#r#a# fra$& al&ra# fl&da !e#de$a !ada $atra$'a1
Pe#(ar% dar& mo,&l&ta$ ra$&o da# (a'a (ra*&ta$&o#al ter%ada! fra$& al&ra#
da!at d&l&%at !ada Ga#$ar 4.5.
0. Tekanan Kapi!er
Pada $ et&(a Persa#aan ,4*2-1+ me##-a# !er,a#d(a# (a'a
a!&ler da# (a'a *&$)o$1 Grad&e# tea#a# a!&ler dalam ara% al&ra# adala%
!o$&t&f+ are#a (rad&e# $atra$& a&r da# tr#a# tea#a# a!&ler ,ere#aa#
de#(a# $atra$& a&r adala% #e(at&f1 Pe#(ar% & aa# le,&% ,e$ar !ada
(rad&e# $atra$& a&r 'a#( le,&% ,e$ar+ $e!ert& !ada daera% d&deat flood
front + $e!ert& terl&%at !ada Ga#$ar 4.21
8/18/2019 Simulasi Reservoir Dalam Rangka Optimisasi Waterflooding
12/18
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Penar)" Mo$i!i&as Rasio dan Gaa Gra3i&asiona!
&er"adap k)r3a (ra/&iona! (!o6 50
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&er"adap Proi! Sa&)rasi da!a# Pendesakan Tak Ter/a#p)r 50
8/18/2019 Simulasi Reservoir Dalam Rangka Optimisasi Waterflooding
13/18
4.1.'. Eisiensi Penap)an
Ef&$&e#$& !e#'a!a# d&def&$&a# $e,a(a& !er,a#d(a# a#tara la$ daera%
%&droar,o# 'a#( tela% d&de$a d& de!a# fro#t de#(a# la$ daera% %&droar,o#
$elr% re$er*o&r ata de#(a# la$ daera% %&droar,o# 'a#( terda!at !ada $at
!ola1
4.1.'.1. Eisiensi Penap)an Area!
Ef&$&e#$& !e#'a!a# areal d&def&$&a# $e,a(a& !er,a#d(a# a#tara
la$a# re$er*o&r 'a#( o#ta de#(a# fl&da !e#de$a ter%ada! la$ areal total ata
fra$&o#al dar& re$er*o&r 'a#( ter$a! ole% fl&da -e$&1
(ak&or 7ak)pan ,7o3erae (a/&or-
Pada !ola $mr 'a#( teratr+ ef&$&e#$& ter$e,t da!at d&!er&raa# $e,a(a&
f#($& dar& ,e#t !ola+ *olme !or& 'a#( d&-e$&a# da# !er,a#d(a#
mo,&l&ta$1 Ke(&ata# !erole%a# m'a ta%a! la#-t t&da $ema#'a me#((#aa#
!ola $mr teratr+ $e%((a ef&$&e#$& !e#'a!a# areal aa# me#r# de#(a#
ada#'a coverage factor 1
Coverage factor /fator )a!a#0 adala% !er,a#d(a# $eder%a#a a#tara
*olme re$er*o&r d&dalam !ola $mr 'a#( teratr de#(a# *olme re$er*o&r total
0+ $e!ert& terl&%at !ada Ga#$ar 4.81 4olme re$er*o&r d&(#aa# $e,a(a&
!e#((a#t& areal #t mema$a# *ar&a$& ete,ala# la!&$a#1
Kore!asi Eisiensi Penap)an Area!
U#t !ola2!ola $mr teratr d& dalam re$er*o&r 'a#( %omo(e#+
d&!erla# orela$& ef&$&e#$& !e#'a!a# areal1 Korela$& & d&!er$&a!a# #t
!e#(-&a# !e#de$aa# da# d&,a#t de#(a# ,e,era!a !ert&m,a#(a# a#al&t&1
Ef&$&e#$& !e#'a!a# areal !ada *olme !or& 'a#( tela% d&-e$&+ aa#
,erra#( de#(a# #a&#'a !er,a#d(a# mo,&l&ta$1 Per,a#d(a# mo,&l&ta$ aa#
me#(at de#(a# #a&#'a *olme 'a#( tela% d&-e$&a#+ $e%((a %ar(a a%&r
#t ef&$&e#$& !e#'a!a# areal aa# d&am,&l !ada %ar(a *olme !or& 'a#( tela%
d&-e$&a# d&%,#(a# de#(a# l&m&t( )t 'a#( d&te#ta# dalam !rod$&1
8/18/2019 Simulasi Reservoir Dalam Rangka Optimisasi Waterflooding
14/18
To t a l A r e aR e s e r 5 o i r 6 o l u e
- 6 t
4 o n 7 n e d A re a
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Ga#$ar 4.8.
(ak&or 7ak)pan ,Coverage Factor - 50
ar(a ef&$&e#$& !e#'a!a# 'a#( d&te#ta# dar& orela$& t&da da!at
me##-a# ,e,era!a anisotropi /*ar&a$& !ermea,&l&ta$ d&re)t&o#al0 ata
%etero(e#&ta$1 U#t a$$ d&ma#a terda!at fator ter$e,t+ te#& $&mla$&
re$er*o&r %ar$ d&!aa& #t me#da!ata# !eramala# ef&$&e#$& !e#'a!a# areal
'a#( mem,er&a# %a$&l 'a#( le,&% ,a&1
Pada e,a#'aa# orela$& !e#'a!a# areal+ !er,a#d(a# mo,&l&ta$
d&%&t#( de#(a# memaa& !ermea,&l&ta$ relat&f end-point + ,&a$a#'a d&!aa&
mo,&l&ta$ ra$&o rata2rata+ 'a#( d&rm$a# $e,a(a& ,er&t 3
ar@r8
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+
+= 11111111111111111111111111111111111111111111111111111111111111111111111111111111 /2880
Penar)" 9is/o)s (inerin
?ro#t !e#de$aa# 'a#( t&da $ta,&l aa# me#'e,a,a# fl&da !e#de$a
ter$em,l d& dalam le,ar finger 'a#( e)&l mele.at& fl&da terde$a1 Se,a(a&
%a$&l#'a fl&da terde$a tert((al d& ,elaa#( fro#t !e#de$aa#1 Keadaa# $e!ert&
& ter-ad& a&,at ada#'a !ro$e$ !e#de$aa# d& dalam re$er*o&r 'a#( %omo(e# da#
8/18/2019 Simulasi Reservoir Dalam Rangka Optimisasi Waterflooding
15/18
terle,&% la(& !ada %etero(e#&ta$ re$er*o&r1 Viscous fingering ,er%,#(a# de#(a#
!er,edaa# *&$o$&ta$ a#tara fl&da !e#de$a de#(a# fl&da terde$a1
Model o#$e!tal 'a#( d&(#aa# #t me#(%&t#( !e#(ar% viscous
fingering adala% de#(a# memod&f&a$& Per$amaa# al&ra# fra$&o#al+ de#(a#
mema$a# tra#$fer ma$$a a#tara fl&da2fl&da d& $e!a#-a#( finger +
memod&f&a$& *&$o$&ta$ fl&da+ de#(a# mem!ert&m,a#(a# !e#)am!ra# fl&da
da# me#(om,a$&a# !e#(ar% d&$!er$& de#(a# fingering. Pe#(ar% viscous
fingering !ada !ro$e$ !e#de$aa# me#e#ta# ef&$&e#$& !e#de$a#1 Pada o#d&$&
ter$e,t+ ef&$&e#$& !e#'a!a# *ert&al da# areal t&da mem,t%a# !e#'e$a&a#
ter%ada! !e#(ar% viscous fingering 1
J&a ef&$&e#$& !e#de$aa# t&da mema$a# !e#(ar% ter$e,t+ da#
ter#'ata d&eta%& !e#(ar% ter$e,t ada+ maa %ar$ d&laa# ,e,era!a
!e#'e$a&a# #t ef&$&e#$& !e#'a!a# *ert&al da# areal1 Per,edaa# a#tara da
o#d&$& ter$e,t d&(am,ara# !ada Ga#$ar 4.:1 J&a !e#(ar% *&$)o$ f(er(
d&ma$a# dalam ef&$&e#$& !e#de$aa#+ maa *olme 'a#( ter$a! $ama de#(a#
daera% ter*a$& /invaded region01 J&a ef&$&e#$& !e#de$aa# t&da mema$a#
!e#(ar% ter$e,t+ maa *olme !e#'a!a# %a#'a mer!aa# daera% 'a#(
tere#a o#ta de#(a# fl&da !e#de$a1
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Ga#$ar 4.:.
Per$edaan an&ara In3aded Reion dan 7on&a/&ed Reion
50
8/18/2019 Simulasi Reservoir Dalam Rangka Optimisasi Waterflooding
16/18
4.1.'.'. Eisiensi Penap)an 9er&ika!
Ef&$&e#$& !e#'a!a# *ert&al adala% fra$& dar& ,a(&a# *ert&al !ada
re$er*o&r 'a#( ter$a! ole% fl&da -e$&1 Ef&$&e#$& !e#'a!a# *ert&al
d&!e#(ar%& ole% (ra*&ta$& da# %etero(e#&ta$ la!&$a# re$er*o&r1 Pe#(ar% (ra*&ta$&
d&$e,a,a# ole% !er,edaa# de#$&ta$ a#tara fl&da !e#de$a de#(a# fl&da
terde$a1 Jad& !e#(ar% (ra*&ta$& da!at ter-ad& d& $ema re$er*o&r /%omo(e# da#
%etero(e#01 Ga$ aa# me#da%l& m'a le.at ,a(&a# ata$ /overrides0 da# a&r
aa# me#da%l& m'a !ada ,a(&a# ,a.a% /underruns0+ are#a &t ter-ad&
breakthrough le,&% a.al d& ,a(&a# ata$ da# ,a.a% re$er*o&r1 Se)ara teor&+$ta,&l&ta$ fro#t !e#de$aa# da# $dt e ara% ma#a me#(%ada! /ter%ada! ara%
al&ra#0 ,er%,#(a# de#(a# la- !e#(-e$&a#+ mo,&l&ta$ fl&da da# !er,edaa#
de#$&ta$1 Ga#$ar 4.; me##-a# ef&$&e#$& !e#'a!a# *ert&al $e,a(a& f#($&
!er,a#d(a# mo,&l&ta$ da# N(%L /!er,a#d(a# ,&la#(a# (ra*&ta$ d&al&a#
ete,ala# ter%ada! !a#-a#(01 Per,a#d(a# mo,&l&ta$ 'a#( t((& da# ,&la#(a#
(ra*&ta$& 'a#( ,e$ar me##-a# re#da%#'a ef&$&e#$& !e#'a!a# *ert&al !ada
$aat breakthrough1
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&er"adap Eisiensi Penap)an 9er&ika! 50
8/18/2019 Simulasi Reservoir Dalam Rangka Optimisasi Waterflooding
17/18
J&a re$er*o&r me##-a# *ar&a$& !ermea,&l&ta$ da# !oro$&ta$ ter%ada!
edalama#+ %etero(e#&ta$ la!&$a#+ flood front aa# ter!e#(ar% ole% *ar&a$&
ter$e,t1 ?l&da !e#de$a aa# ,er(era le,&% )e!at d&la!&$a# de#(a#
!ermea,&l&ta$ 'a#( t((& da# breakthrough ter-ad& le,&% a.al dalam $mr
!rod$&1 Ga#$ar 4.1
8/18/2019 Simulasi Reservoir Dalam Rangka Optimisasi Waterflooding
18/18
Pe#(ar% !er,a%a# $&fat ,ata# e ara% *ert&al d'ataa# de#(a#
ada#'a !erla!&$a# dalam re$er*o&r 'a#( $&fat ,ata##'a ,er,eda tertama
!ermea,&l&ta$#'a1 Pe#(ar% !erla!&$a# ter%ada! ,&da#( front ata 6o#a tra#$&$&
adala% ,&da#( fro#t aa# ,er(era le,&% )e!at !ada daera% de#(a# !ermea,&l&ta$
'a#( t((&+ $e%((a ,reat%ro(% a&r aa# le,&% da%l ter-ad& !ada la!&$a# 'a#(
le,&% !ermea,el1 Pe#(ar% !erla!&$a# ter%ada! !e#e#ta# ef&$&e#$& *a$&
d&t#-a# !ada Ga#$ar 4.11.
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Penar)" Per!apisan dan Ko#)nikasi
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