• Tidak ada hasil yang ditemukan

UNIVERSITAS INDONESIA MODEL SEBARAN PANA

N/A
N/A
Protected

Academic year: 2018

Membagikan "UNIVERSITAS INDONESIA MODEL SEBARAN PANA"

Copied!
89
0
0

Teks penuh

(1)
(2)
(3)
(4)
(5)

1 0" ) '#-#! #!#

-#!#) !" !( ! ! +#)# .'#!(& + +- & & #"#! - #%+2

! "

# $ %

& ' ( ) # * $

+

, ' ( - # * )

# . +

/ ( - # * +

0 ' ( 1 - # ' ( - # *

' 1 21 ' +

3 ' ( " ) ' #

+

4 $

"

.

(6)
(7)

% 6 ! 6 %

7 % *

2 ' 2

#

# #

*

8thermal pollution9 .

:555 *; * 7

$ 2

-/0 /456 &&3 # /& //56

&50< outlet

(8)

% 6 ! 6 %

% * . - ; ( .

6 6 "$ ; '

. # $ $ . # $ #

$ 6 $ !

. . . $

$ 8 9 = $ ! $

$ .

. $ $ .. $

$ $ $$ :555 *;

$ $

* # 7 $ . $

. /0 /456 &&3 #

. /& //56 &50< . $ $

(9)

- 2 * )1 > "1 2 ??????????????

- 2 * ) @) - ????????????????????? !

) @ 1???????????????????????? !

- 2 * )1 > )1 ) 7 '2 @ - 1

) ) @ ()* ?????????????? ? !

' 1 ???????????????????????????!

' 1 6 ??????????????????????????? !

( A 1 ??????????????????????? ???? B

( A 1 @ *' 1???????????????? ???????? B

( A 1 ')2????????????????? ????? ?? B

( A 1 2 * 1 ?????????????????????? B

33333333333333333333333

& & 2 ' ?????????????????????????? &

& , * ??????????????????????? ,

& / * ?????????????????????????/

& 0 ????????????????????????? 0

4 333333333333333333335

, & 2 ?? ??????????????? 3

, , 2 ???????? <

, / A 2 ?????????????????????? &,

, / & ?????????????????????????? &,

, / , 2 ???????????????????????????&3

, / / ( 2 C " ?????????????&4

, / 0 ????????????????????????? &D

, 0 - 2 ???????????????????? &D

, 3 * - 2 ?????????????????,&

, 4 * - ( ????????????? ,0

, : ??????????????????????? ,:

6 3333333333333333333

/ & ( ?????????????????????????? ,D

/ , 2 Surface Water Modeling System8 * 9???????? /5

/ / 6 ??????????????????????????? /,

/ / & ( ?????????????????????????? /,

/ / , ' ????????????? //

/ / / . ' ???????? ????????????????? /0

/ / 0 ! ???????????????????????/0

(10)

7 333333333333333336

0 & ( ( ( ????????????? /4

0 , ( 2 ?????????????????????? /<

0 / * ??????????????????????? 05

0 / & ' ???????????????????????? 05

0 / , ???????????????????????? 05

0 / / . * ???????????????????????? 0&

0 / 0 * ???????????????????????? 0&

0 0 C ??????????????????????0,

0 0 & ! 2 * ???????????? 0,

0 0 & & C * ??????????????????? 0/

0 0 & , C " ????????????????? 00

0 0 , C * ????????????????????????03

0 3 ???? ?????????????? 0<

0 4 ?? ???????????? 3&

0 : 2 :555 *; ?????????????45

0 : & ( ?????????????? 45

0 : , ?????????? ???????? 4&

3333333333333333555

3 & ???????????????????????? ?? 4:

3 , ???????????????????????????? 4<

( A 1 ???????????????????????? 4D

(11)

@ , &

????????????????????? 3

@ , , ;1 ???? :

@ , / ';1 ????? :

@ , 0 $ ?????????????? <

@ , 3 @ . D

@ , 4 . ??????????????? &,

@ , :

????????????????? &/

@ , < ) $

&5 E /35 ???????????? &3

@ , D ,( /(

?????????????????????? ,,

@ / & 2 ?????????????????? ,D

@ / , ( 1* , 1* 0 ???? /&

@ / / * 7 ???????? //

@ 0 & ( ????????????????? /:

@ 0 , ( ????????????? /<

@ 0 / * # 7 ???? /D

@ 0 0 * ! ????????? 0/

@ 0 3 * 8 9 ! ? 00

@ 0 4 ! ! ???? 03

@ 0 : $ ?????????? 04

@ 0 < $

???????????????????? 0:

@ 0 D ?? 0:

@ 0 &5 ??????????? 0<

@ 0 &5 ??????? ??? 0<

@ 0 && ????????? 35

@ 0 &, @ . ?? ???? 3&

@ 0 &/ * ?????? ? 3,

@ 0 &/ * ????? ? 3/

@ 0 &0 &<5 /E ??? 33

(12)

@ 0 &3

???????????????????? 34

@ 0 &4 ?? 3:

@ 0 &: - 355 ??? 3<

@ 0 &: - &555 ?? 3<

@ 0 &: $ - ,555 ??? 3D

@ 0 &<

????????????????????? 3D

@ 0 &D ?? 4,

@ 0 ,5 2 :555 *; ??? 4,

@ 0 ,& ?????????? 4/

@ 0 ,, ???????????? 40

@ 0 ,/ ?????????? 40

@ 0 ,0 ??? 44

@ 0 /5 $

(13)

, & ' ! ???? &:

, , . ?? ,&

(14)

2 ' * # 7

( 2 ????????????? ???? :,

2 '

2 6

( * #

7 ???????????????????? ? ?

7 ?????????????

:/ :0

(15)

5 #+#- )#&#!(

#

# #

#

8cooling channel9 #

* 8thermal pollution9

.

- #

/<#&56# /:#D56 /4#:56 8* # &DDD9

$ $

$ &556 '

! 1

-, # ",# 6-0# "B8- F # ,55:9

! . #

(16)

! ! ( .

'

. $

# $ $ ! .

8 # ,55<9

(

. ! # #

5 -%.% #! # #)#*

#

# %

& ' !

* ! G

, '

G

/ ' $

(17)

( #

. $ (

% # 8non stratification9

( $ #

$ ! "

$ 8,(9

$

$ #

* Surface Water

Modeling System8 * 9 1* , 1* 0

C $

56 +0" ! ) + #!

*

(18)

( ! $

!

$ !

8roughness9 ! 8eddy viscosity9

!

#

# # ! #

!

:555 *;

57 %$%#! ! ) + #!

- !

(19)

4

5 .'#!(& + +- & !#(# -.#)

8thermal power plant9 8boiler9

7

$ $ # #

@ , &

@ , &

(20)

.

2 8 2 9

2 # 2

8Pressurized Water Reaktor# ;19 8Boiling Water Reactor#

';19

2 ;1 #

. $

. $ .

,:3H6

$ /&3H6 . $

&33 8&3 3 * # &3/ ,#,35 9 8steam generator9

#

. $

2 ;1 @ , ,

2 ';1

. $ .

:3 8:#4 * # &555I

&&55 9 ,<3H6

#

$ 2

(21)

@ , , ;1 8 $ # ,5509

(22)

5 + . - !" !( ! .'#!(& + +- & !#(# -.#)

8boiler9

inlet

outlet ( $

45 &456 8* # ; # * # ( 6 # &D:D9

6

@ , 0

(23)

#

#

H = Q x p x Cp x ∆T 8, &9

( %

H # 7E E

Q # /E

p # E /

Cp # 7 & & & &

∆T # H6

' , &

-.

@ , 3

@ , 3 @ .

(24)

( . @ , 3 #

. 8

9 &555 *; #

00 D3 /E &556

. ,4#D& /E

-. $

. #

' .

81 #,5539#

input energi

dihasilkan yang

listrik energi

efisiensi#η= 8, ,9

&555 *; #

. //J 4:J (

3J

4,J#

MWatt x

E &555 &<:<#:< //

4,

= =

( , &

(25)

.

. 05J# &555 *;

&355 *; )

&3J $ #

&&,3 *; &556

,4#D& /E

# #

$ # 2 & :#

/0 /: 6

3,,555 /E &03 /E 8' # # ,55<9

2 ' $ 6 #

6 A #

1

*

2 - 5< ,55D

E (

8 9

0556 '

$

(26)

56 #-#&+ - + & & #%+

565 ./

-#+%-.

# . $

#

. # # $

# $

8 # ,5509 A #

8incoming solar radiation9 K ;# . K2;# . K

. K2 ' .

. @ , 4

(27)

@ , :

(28)

$ . L #

8@ , :9

= = =

055# $

055# $

# !

$ # & 356 $

. ! $ /56 8 # ,5549

. L

85 3 9# L 8upper zone9# 8thermocline9

L 8deep zone9 8 # ,55&9 F 3

,55 $ # $

isothermal

,55 &555 # $ 2

#

. #

$ 35 &55

8 0569

.

# ,556 # ,

356 L &5

(29)

565 -% #%+

$ .

$ #

# # . #

. 8 # ,55&9

# .

$ #

@ 8wind stress9

@ , < ) $ &5 E

(30)

# .

! 8eddy

viscosity9

C ; . ) * ) #

! #

!

# (

$ # #

$ #

) $ $

# 035

C )

5656 &# #-#! # #- #%+ "#! &0 +# )#&#!

8roughness9 ! 8eddy viscosity9

. # $ $

* 8 9 .

8 # ,55<9

( # #

. .

@

(31)

( . # !

$ C

!

3B&50 &54 # 8@ # ,55:9

( # !

! . 1

1 #

! ! # !

; !

# . !

. # $ .

!

$ 8 # ,55<9 ' !

, &

, & ' ! 8 # ,55<9

7 C " #

$ 0<5 0<55 &,55 0<55

D35 0<55 ,055 D3<5

(32)

@ !

8( # ,55:9

$ . . #

Τ = ρgRS 8, /9

( ρ # g $ ! # R

# S 8 # &DD49

@ *

$ / 5

/ 5 6 L *

#

n S R V

, & / , 0D &

= 8, 09

V $

( * S

, /#

/ &

, ,

0D

& R

V n g

T

    

=ρ 8, 39

# 1#

# , 3 #

/ &

, , ,

0D

& h

v u u n g

Tx  +

    

=ρ 8, 4 9

, , ,

v u v n g

(33)

5657 # #!( %-%+

$

$

$ 3 E 8 # ,5549

!

# !

! ;

$ # $

#

! #

, , & R

M M G

Fg = 8, :9

( M1 M2 8 9# R

8 9 G ! 84 4 B &5&& , ,9

*

.

#

#

8 # ,55<9

57 0! / "-0" !#. &# #%+

( . . #

L $ incompressible (

! #

(34)

!

. # # $

@ ! buoyancy,

$

!

@

.

.

7

#

@ 6

@

$ curvilinear

). 6

#

). 6

# #

- $ . ( . #

. .

#

(35)

, , . 8 # ,5549

- .

-- 8 ! 9

- !

5 0" ) %. - & "-0" !#. &# #%+

*

#

$ .

$ (

(

. # # L # # (

. ( .

L .

#

#

$ $

. transient 8 . 9# non-linear#

* #

$ $

# 7

# $ 7

(36)

( #

*

8@ # ,55:9+

$

* #

*

*

# #

# *

#

8@ # ,55:9

@ , D

(37)

*

! . *

8,5509

# & 8 & 8

& &

σ

&

&

σ

M 8, &&9

( AM . . ! L & 8

+ >=

(38)

D & 8

8, &09

( u v $ !

8non stratification9 $

8weakly stratified9# ! $ ! $

* > #

$ #

$ 8two dimensional

depth average equation9

@

(39)

8 # ,55<9 "

1* , 8Resource Management Associates9

1* , 1

8 , &:9 . incompressible #

+ &

, gun

a 8, &39 &

, gvn

(40)

ρ % .

) % . !

g % $ !

z % !

n % . *

ξ % .

Va % $

ψ %

ω %

φ %

, &3# , &4 , &:

@ )

# #

8parabolic9 A

$

@

8 $ u v#

h9# 1* 0 1* 0

#

8 # ,55/9 1* 0

! . #

5 9 8

=

   

 

+ + − ∂ ∂ ∂

∂ − ∂ ∂ ∂

∂ − ∂ ∂ + ∂ ∂ + ∂ ∂

h c R kc y

c D y x c D x y c v x c u t c

(41)

( %

h %

u, v % $ 6 x#y

t %

c %

Dx, Dy % . . x y

k % .

σ %

R(c) %

, &<

@

5 ! ) + #! -"#*%)%

'

. .

! $ 8,55/9 Oceanic General Circulation Model

8"@6*9 &/:6 C .

"@6* . $

,5 B ,5 $ ! &3 !

:D5 2 :35 2 #

$ * "@6* # #

! . ' .

# $ $

8,5509

# ! .

$ 8finite

(42)

( 8,55:9 ! *

8finite

element method9# 1* , (6 16 1* 8Resources Management

Association9 &D:/ # " ;

1 $ ) (6 16 8The Advanced Circulation Model9

!

(6 16

(43)

6

65 # -#* +%"

&DD&#

* 1

);7)6 $ 0#3

! 2 #

.

2 $ :555 *;

! 2 *

8 %EE E E9

(44)

* 7 # 7 #

$ 8 2 9

#

.

$

* # 7

&&5505 &&&5 ' 45,& 45,: 2 * # 7

/ &

65 -#!(&#+ %!#& 8 9

( #

Surface Water Modeling System

8 * 9 ) ! * 1 $ 2

8)*129# Brigham Young University US Army Corps of

Engineers Research and Development Center 8)1(69 US Federal Highway

Administration 8A-; 9 * #

! # #

*

* 1* ,# 1* 0# )(,( ;) #

6@; C) Engineers Research and Development

Center# -)6 1 Hydrologic Engineering Center#

(45)

1* , 1* 0 ( 1* , 1* 0

@ / , 1* , .

$

8finite element methods9 *

(46)

( $ 1* ,

1* 0 1* 0

#

1* 0 #

.

656 #-# -$#

6565 #+# !/%+

( #

(

( - " . 8( 9 2

N* ! ! 6 O - . &<<4 &<<<# !

&D<4# ! @ &DDD

$ 6 ) 6 ,55/ 8( # ,55:9

* # 7 @ / /

*

$

(

. P>F #

$

8longitude9# 8latitude9

.

(47)

6565 ! !+%#! 0!" #+# "#! 0!" :#)

2

8boundary condition9 8initial condition9

$ . nodestring

*

* $ # cold

start hot start Cold start

hot start

-cold start hot start

@ / / * 7

(48)

65656 ;#+ #*#!

1* ,# . #

8roughness9 ! 8eddy viscosity9

* 8 9 .

' !

, &# *

1* 0 . . . A .

! 1* , 5 5&

&5

65657 !#) ! + < +#

*

. #

!

(

# !

* !

$ #

! tuning (

(49)

6565 #) "# 0" )

C $

* 7

&&5#<D5 ' 4#055 2 &&5#D35 ' 4#0552

4<,5

(50)

7

( #

$ "

Surface Water Modeling System

8 * 9 1* , 1* 0 * 1* , .

$ 1* 0

* 7 # 7

* < & (

8 9# #

75 0.# ! .0" )#! "#! &- + # 0.# !

(

* # 7 3D ,

3

' &/

D55 B D3 (

nodestring# $ #

(51)

@ 0 & (

#

$ .

8triangular9 map to 2D mesh#

1* ,

8finite element methods9 )

. 6 $ 1* , .

# . 6 ! . 8binary format9

! . 6 .

@A@) 8Geometry File GENerator9

(52)

@ 0 , (

75 #+# "#)#.#! #%+

( :4

( 2 (

. P>F #

$

8east longitude9#

8south latitude9

(53)

( # &

&&5

$ ( .

P>F . B

( $

interpolate to mesh

-(

1* , $

* # 7 @ 0 /

(54)

756 !(#+%-#! 0" )

#

1* , 1* 0

# #

.

7565 0!" #+#

1* , # ! #

! (

!

1* ,

8steady state9 8dynamic9 #

!

!

! .

1* 0

1* 0

8user9 1* 0

! .

(55)

7565 0!" :#)

1* , cold

start# ! # $

# .

cold start

1* 0

7 #

(

75656 ;#+ #+ - #)

. 1* , ! 8eddy

viscosity9 8roughness9 * ' , &#

! &555

# 5#5,3

. 1* 0 . . .

A . !

1* , . . 0 &

0 & 1 . . 8 # ,55/9

7 A ( . # ,E

5#5& I 5#& 5#5/ I 5#5&

(56)

75657 0!+-0) 0" )

.

# #

. ! (

&5

#

&4< 8: 9# //:

/5

757 #) '-# "#! #) "#

* $

! # ! $

7575 !#) ! + < +# -#!(&#+ %!#&

( $

! (

1* ,

! 8( # ,55:9

! .

$

*

(57)

@ 0 0 * !

! * !

$

<55 &55 8@ 0 09

&55 /E inlet ! 4 outlet

!

! * 8 9 ! 8)9

7575 5 #- # &# #-#! #!! !(

1* ,# * .

# .

1* , 0 &

* 8 # ,55/9

   

 −

+ =

RDDO h RDRM

h RDRO

n RDCOEF B 80 &9

RDRO !

RDRM !

RDDO !

RDCOEF .

*

! # !

(58)

@ 0 3 * 8 9 !

- . @ 0 3

# !

- 8 #

,55<9 * 8 # ,55/9

7575 5 -%'#*#! &0 +# )#&#!

* # !

.

!

! $

!

# $

1 ! 5#,5 I 0<555 $ 8 # ,55<9

!

# *

! ! # 3# &55 355555

(59)

@ 0 4 ! !

7575 #) "# 0" )

C $

* 7

"$ # )

# '

$ $

8@ 0 :9 '

$ $

3

(60)

@ 0 : $

$

&&5#<D5' 4#0552 &&5#D35' 4#0552 4<,5

#

! #

@ 0 < 0 D . $

!

! error bar.

$

. 5#5, 5#&/ E /#0,J

,0#5&J $

(61)

@ 0 < $

(62)

75 0)# -% "#- #!#) !" !( !

!

$ #

* # 7

&555 # 05

, ( inlet &<5 /E #

@ 0 &5

(63)

@ 0 &5

@ 0 &5

# . # outlet (

#

"

outlet

! # 45# &,5 &<5 /E - !

@ 0 && # $ $ .#

! .

(64)
(65)

@ 0 &, @ .

@ 0 && $ .

$ . # $ .

@ 0 &, ' $ . .#

$ #

-75 0)# '#-#! #!# "#- #!#) !" !( !

( $ 1* ,

1* 0 1* ,#

1* 0

&555 # 05 # , #

0556# ,D56

(66)

- @ 0 &/

1* 0

-. ! ( .

!

# !

(

(67)

@ 0 &/ *

#

'

$

# #

$ #

# !

inlet C

(68)

-# $

$ . &<5

/

E 8@ 0 &0 9

45 /E 8@ 0 &0 9

inlet #

$ .#

$ outlet

$ .#

@

0 &3 @ 0 &4

@ 0 &3# B .

outlet 8 9# B .

outlet 8 9

outlet #

$

- . #

!

# .

!

# .

(69)

@ 0 &0 &<5 /E

(70)

@ 0 &3

@ 0 &4 B

B inlet ( .

<55

&555 #

outlet

- outlet

. A

!

05 # 0556#

,D56 &,5 /E ;

(71)

@ 0 &4

@ 0 &: # $

355 # &555 ,555 $ .

. $ .# .

@ 0 &< !

-.

-. ! #

. $

8 # ,55<9 *

2 #

(72)

@ 0 &: - 355

(73)

@ 0 &: $ - ,555

(74)

75 .%)# #!#) !" !( ! =

$ 8 2 9

* 7 # 7 2

$ :555 *; $

,5&4 8 %EE E E9

( $

2 :555 *;

*

$ 5#& E ,D56

05 # &555

0556 &4<

8: 9 //: /5

75 5 !(* +%!(#! ' + - #!#) !" !( !

(

, & , ,

:555 *; # 2 . //J

MWatt x

E :555 &0,&,#&, //

4:

= =

3J

4,J &/&3&#3 *;

#

8 9 8 9

(75)

T C

H Q

p⋅∆

⋅ =

ρ 80 ,9

( #

Q # /E

H Q &/&3&#3&3 B &547E

p Q &555 E /

Cp Q 0&<5 7 & &

∆T Q &&H6

s m

Q /

4

4 # /&0 && 0&<5 &555

&5 3&3 # &/&3&

= × ×

× =

75 5 0)# -% "#! '#-#! #!#

( /&0#4 /E inlet #

@ 0 &D @ 0 ,5 @ 0 &D

#

3555 &3 #

$ 5#& E :355 /E #

/&0#4 /E

&55

(76)

@ 0 &D

(77)

@ 0 ,5 $ .

$ .#

# '

. outlet

8@ 0 ,&# 0 ,, 0 ,/9

@ . @ 0 ,&

. # 056 455

$

- 8 . 9

035 8 ! 9

. .

(78)

@ 0 ,,

(79)

# .

! #

$ .

# .

@ 0 ,, 456 &3D:

-. #

! . 035

. . '

$ $

:56 00<,

(

# 8 9#

8 9

$

! @ 0 ,0 .

& ,5

,0 ,5 # !

$ #

.

# <:5 # &4<0 # ,0:, # /5:& 05:: 8@

0 ,39 ,0

$ ,0

. $ ,0

.

(80)

@ 0 ,0

(81)

5 ./%)#!

( ' 0

#

& !

!

# !

!

. ! ; !

! # !

.

, C $ $

. # 5#5& 5#& E /#3J ,0J

$

5 ,4 5 ,4J

/

-!

$

! .

$

$

(82)

5 #-#!

&

#

# !

, #

$ . #

(83)

' # 8,55<9 $ 7 % Indonesia

Power# 8) &9

' R * # 8&D<D9 Limbah termal dan pengaruhnya terhadap

keberadaan ikan di PLTU Muara Karang. ) 2

# 7

( # 2 8,55:9 . . % Hydrodynamic Modeling of a

Hypothetical River Diversion Near Empire, Louisiana 2 % 2

!

( 2 8,55:9 ' 7 I #

7

) ! * 1 $ 2 8,5549 The Surface Water Modeling

System (SMS) – version 9.2 Tutorials

@ # ; 6 # 8,55:9 ! 1 6 $ . #

1 = $ ) ! ) $ % 7 ' # #

; 1 $ 2 # $ . 6 ! ) ! ) #

! . ;

- # - R F # ' 8,55:9

2 2 2 @ ' 8 %

2 2 @ 2 9# 7 # C /# ,#

,55:

# # ; # # # - 8,55<9 ( 1 $

2 * % # 7 @ # C /# /#

,55<

# * 7 8,55&9 Practical Handbook of Marine Science. Third Edition

(84)

# 8,55<9 ).. $ . 6 * 1 6 .. $

) C $ 6 A Journal of Engineering and

Development# C &,# ,

# 8&DD49 Users Guide to RMA2 WES Version 4.3. Edited by Donnel, B. P.

1997 > % 6 . ) I ; )B

# - $ 2 # ; B $

# 8,55/9 Users Guide to RMA4 WES Version 4.3. Edited by Donnel, B. P.

2003. > % # ) ( ! 6 I ;

)B # 6 - $ 2 # ; B $

* # ; # * # ( 6 8&D:D9 Predicting Effect of Power Plant Once-Through

Cooling on Aquatic System % ) $ # $ . $

6 " L

* # @ 2 8,5509 Users Guide for a Three Dimensional, Primitive Equation,

Numerical Ocean Model 7 % $ !

* # ( # 8&DDD9 Modelling of the Heated Water Spreading in Muara

Karang Coastal Waters, Jakarta Bay $ '# C /&# &

# * # ! $# 8,55/9 Oceanic General Circulation Model for the

Assessment of the Distribution of 137Cs in the World Ocean (

1 $

$ # 8,5509 Environmental Effects of Nuclear Power Generation, in

Interactions: Energy/ Environment, [Ed. Jose Goldemberg], in Encyclopedia

of Life Support Systems (EOLSS) "B. % ( ! $ .

) 6"

$ # C # $ # " 8,5&59 6 ' $

* . ( 1 ! 6 # ' Sci.

(85)

# * 8,5509 Distribution of Temperature and Salinity in the Ocean# $

. ( ! . * 1 $

7

1 # ) 8,5539 Why Thermal Power Plants Have a Relatively Low Efficiency

# 1 - 8,55,9 Introduction to Physical Oceanography, Department of

Oceanography B % B R* !

# # 8,55<9 Pengantar Oseanografi 7 % 1 ;

2 - # ' 1 #

(

> # 8,5539 Justifikasi Pemakaian Model Numerik Dua Dimensi (2D)

Transport Sedimen di Muara #

* ( # $ '

(86)

#./ -#! 5

"#)#.#! )#%+ . !#!$%!( %- #> 4 /#-# ' -"# #-&#! / +# '#+ . +-

* "-0

' #5

2 #5

# '

#5

2 #5

#

&&5 :3 4 00 : &&5 :0 4 0/ &5

&&5 :4 4 00 3 &&5 :0 4 0, &&

&&5 :: 4 0/ : &&5 :3 4 0, &&

&&5 :< 4 0/ / &&5 :3 4 0& &3

&&5 :D 4 0/ 3 &&5 :: 4 /D ,5

&&5 <& 4 0/ / &&5 :D 4 05 &,

&&5 <& 4 0, : &&5 :D 4 /D &0

&&5 <, 4 0, / &&5 <& 4 05 &&

&&5 </ 4 0, / &&5 <& 4 /D &,

&&5 <0 4 0& / &&5 <& 4 /< &0

&&5 <0 4 05 : &&5 </ 4 /D &&

&&5 <0 4 0& 3 &&5 <3 4 /< &&

&&5 </ 4 05 D &&5 </ 4 /: &0

&&5 </ 4 05 D &&5 <& 4 /< &0

&&5 <, 4 0& : &&5 <, 4 /4 ,5

&&5 <, 4 0& D &&5 <& 4 /: ,5

&&5 <, 4 0, : &&5 :D 4 /< ,5

&&5 <& 4 0& &5 &&5 :< 4 /D ,5

&&5 <& 4 0& D &&5 <3 4 0& 3

&&5 <5 4 0& &5 &&5 <0 4 05 D

&&5 :D 4 0, D &&5 <3 4 /D &&

&&5 :D 4 0, D &&5 :< 4 0& &,

&&5 :< 4 0, &5 &&5 :4 4 0& &0

&&5 :4 4 0/ D &&5 :0 4 05 ,4

&&5 :4 4 0/ &5 &&5 :3 4 /D ,4

(87)

#./ -#! 5

#+# / !(%&%-#! )#/#!(#! & "#)#.#! )#%+ . !#!$%!( %- #> 4 /#-#

' #5

2 #5

#

&&5 </ 4 05 <

&&5 <, 4 /D D 3

&&5 <, 4 /D &,

&&5 <& 4 /< &0

&&5 <5 4 /< &3

&&5 :D 4 /< &:

&&5 :D 4 /< &D

&&5 :< 4 /< ,5

&&5 :: 4 /D ,&

&&5 :: 4 /D ,&

&&5 :4 4 /D ,5

&&5 :4 4 05 &<

&&5 :3 4 05 &4

&&5 :3 4 0& &0

&&5 :0 4 0, &5

(88)

#./ -#!

(89)

#./ -#!

# ) !(%&%-#! -% " . !#!$%!( %- # 4 /#-#

' #5

2 #5

$

# E #5

' #5

2 #5

$

# E #5

&&5 D3 4 05 5 0, ,D5 &&5 D& 4 05 5 <5 ,:5

5 0& /,5 5 :D ,<5

5 // //5 5 D0 ,45

5 ,: //5 5 :& ,:5

5 /< /&5 5 :: /55

&&5 D0 4 05 5 04 ,<5 &&5 D5 4 05 5 4< ,:5

5 45 ,:5 5 30 ,:5

5 4D ,<5 5 4< ,<5

5 4/ ,:5 5 <5 ,:5

5 3< ,<5 5 <0 ,45

&&5 D/ 4 05 5 3: ,45 &&5 <D 4 05 5 0& ,45

5 :: ,D5 5 0< ,<5

5 :D ,:5 5 0D ,43

5 3: ,:5 5 0< ,<5

5 33 ,<5 5 0& ,D5

&&5 D, 4 05 5 4< ,D5 &&5 <D 4 05 5 3& /55

5 :3 ,:5 5 /D ,45

5 :0 ,:5 5 /< ,:5

5 :, ,:5 5 0D ,33

5 3: ,<5 5 04 ,<5

&&5 D&:< 4 05 5 <, /55

5 :& ,D5

5 </ ,D5

5 :< /55

Referensi

Dokumen terkait

Maksudnya ketika aku liat papa saya ya ya ya tu orang cuma bisa buat masalah aja cuma ya nda sampe benci atau apa kayak gitu ya ndak cuma ya perasaan jengkel

2. Wujud pelanggaran prinsip kesantunan dalam acara Indonesia Lawyers Club di TVOne terdiri dari sejumlah maksim dengan tidak menaati prinsip kesantunan melalui a)

Saran dari penelitian ini adalah agar pihak Rumah Sakit lebih meningkatkan pelayanan medis terhadap penderita Typhus Abdominalis untuk meningkatkan laju kesembuhan

2) Penegakan terhadap “hak asasi manusia” yang telah berpengaruh luas, sehingga kesamaan hak untuk menikmati seks, dianggap milik setiap manusia yang telah dewasa. Kesamaan

Untuk mengukur tekanan darah pasien sebelum melakukan perawatan seperti pencabutan, sebaiknya dilakukan dengan teliti dan dicatat dengan baik pada saat dilakukan pengukuran,

Penduduk Filipina mayoritas beragama Katolik 80%, hal ini disebabkan Filipina merupakan bekas jajahan Spanyol, dilanjutkan dengan Protestan 10%, hal ini karena

pereduksian ruang individu pada data hasil produksi sektor utama buah-. buahan pada 33 provinsi

Beberapa penelitian yang dilakukan terhadap struktur yang mengalami subsidence dan keruntuhan adalah Alam (2007) melakukan Analisa keruntuhan jacket akibat beban seismic