pembuatan tabel sacp

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    The following underground structures and above ground structure are protected by SACP

    system

    Magnesium Anode ChemicalComposition

    Element Content (%

    Alumunium (Al !"#$"& ma'

    inc (n )"!$#"! ma'

    Manganese (Mn *"+!$*"&* ma'

    Silicon (Si *"#* ma'

    Copper (Cu *"**! ma'

    ,ron (-e *"*# ma'

    .ic/el (.i *"**# ma'

    0thers *"#* ma'

    Magnesium (Mg 1alance

    .o23escriptio

    n

    4ocatio

    n

    0utside4ength Coating Type

    Pipe

    0perating

    3iameter Temperature

    Closed 3rain (3C5T356P 7 Amine 3rain (A3 Pipes

    + Pipe 89: ;5< 92!: =! m

    PE 6rapping

    Tape#* C

    ) Pipe 8#: ;5< #2!5> +** m

    PE 6rapping

    Tape#* C

    # Pipe 8): ;5< )2#&!: #9! m

    PE 6rapping

    Tape#* C

    Magnesium Anode Characteristic

    Anode Characteristic 0nshore Pipe

    3esian 4ife Time (years )!

    0pen Circuit Potential (volt ?$+"!

    vs Cu5CuS*9 in soil5fresh water

    Closed Circuit Potential (volt ??$+"9

    vs Cu5CuS*9 in soil5fresh water

    3riving @oltage (volt *"!

    Anode Current Capacity (A$r5/g ? +"+

    3esign ;tiliBation -actor(% *"=

    Anode Shape Prepac/aged

    Anode 3imension

    4ength (mm )*width (mm *

    eight (mm !

    4ength with bac/fill (mm &!*

    3iameter with 1ac/fill (mm +!*

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    3ES,

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    ProtectiveCurrentFeGuirement

    The current reGuirement for protecting the obHect iscalculated as follow

    ,p A ' Cd ' (+I S-

    CdECd#*I Cd#*' (Tp$#* ' i5+*

    ,p Protectivecurrent reGuirement

    A Area to be protected

    Cd#* 1are Steel Current density at #*JC

    i ,ncrementof 1are Steel Current density at temperature

    Tp Average Temperature of Pipes

    Cd 1areSteel Current density at TpJCS-Ecalculationsafetyfactor

    .o2 Protected Stucture

    ProtectedCurrent

    3ensity

    Calculation

    SafetyPipe 0pr2

    FeGuired Prot2

    Area

    (m) (A5m) -actor (%

    Temp2

    (>C

    Current

    (Ampere

    Closed 3rain

    (3C5T356P

    7 Amine 3rain

    (A3 Pipes

    + Pipe 89: +!"!# *"* +* #* +"*)!

    ) Pipe 8#: +"9 *"* +* #* *"*)

    # Pipe 8): #")& *"* +* #* *")+

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    6eightof Anode

    The weight of anode is calculated based on total reGuiredprotectivecurrent" design life time" anode currentcapacity" and utiliBation factor as

    per followingformulaD

    ,' 4 ' =&*

    6$

    u'C

    .o

    2Protected Stucture

    FeGuireProt2

    3sn2

    4ife

    Time

    ;tiliBation AnodeCurrent

    FeGuired

    Anode

    Current

    (Ampere

    (Kears -actor

    Capacity

    (Amp$

    r5/g

    .et 6eight

    (/gs

    Closed 3rain

    (3C5T356P

    7 Amine 3rain (A3

    Pipes

    + Pipe 89: +"*)! )! *"= ++** )!!"*

    ) Pipe 8#: *"*) )! *"= ++** ))"9# Pipe 8): *")+ )! *"= ++** !#"&

    6here 6 reGuired anode net weight

    , reGuired protectivecurrent

    4 E anode design lifetime

    =&* E conversion factor for year to hour

    u E anode utiliBationfactor

    C E anode currentcapacity

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    .o2 Protected StuctureFeGuire Anode

    ,ndividual Anode

    .et

    Calculated

    .umber of

    .et weight (/gs 6eight (/gs Anode (pcs

    Closed 3rain

    (3C5T356P

    7 Amine 3rain (A3

    Pipes

    + Pipe 89: )!!"* &"& #9

    ) Pipe 8#: ))"9 &"& #

    # Pipe 8): !#"& &"& &

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    No. Protected Stucture

    ProtectedLength

    DeisgnNumber of

    AnodeSpacing

    (m) Anode (pcs) (m)

    Closed Drain(DC/TD/P)

    No.

    Protected Stucture

    !e"uireProt.

    CalculatedNumber of

    Anode (pcs)

    DesignNumber of

    Current(Ampere)

    Current

    #ethod

    eightmethod

    Anode (pcs)

    Closed Drain(DC/TD/P)

    $ Amine Drain (AD)Pipes

    % Pipe &' %*+, - ' '+ Pipe & **-+ %

    Pipe &+ *+% + 0 0

    Total ''

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    $ Amine Drain (AD)

    Pipes

    % Pipe &' 1, ' 2+,

    + Pipe & %** 2

    Pipe &+ ', 0 2,*

    .o2 Parameter

    symbo

    l -ormula ;nit@alue

    @alue @

    A

    3esign

    Parameter

    +

    3esign 4ife

    Time K $$$)! )!

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    )

    ) CP Criteria

    (vs CSE Ep $$$ @olt$*"=! $*"=! $*

    #

    Average Soil

    Fesistivity p $$$$ ohm2cm+*** +*** +

    9

    Soil

    Corrosivity $$$$ $$$$

    E'trimely

    Corrosive

    E'trimely

    Corrosive

    E'tr

    Cor

    !

    1are Steel

    Current

    3ensity i $$$$

    amps5m

    )

    *"* *"* *

    Calculation

    Allowance

    -actor S- $$$$

    +*% +*% +

    1

    Pipe 7

    Coating 3ata

    +

    ;5< Pipe

    3escription

    Pipe d9: '

    =!m

    Pipe d#:

    ' +**m

    Pipe

    ' #

    )

    Pipe 0utside

    3iameter 03 m*"++9#

    *"*== *"

    #

    ;5< Pipe

    Protected

    4ength 4p m

    =!

    +** #

    9

    Pipe Coating

    type

    6rapping

    tape

    6rapping

    tape

    6ra

    t

    !

    Loint Pipe

    Coating Type

    6rapping

    tape

    6rapping

    tape

    6ra

    t

    EstimateCoating

    1rea/down C1 %

    !

    !

    &

    Portected

    Surface Area A

    A N od N 4p '

    C1 m)+!"!#

    +"9 #

    C Anode 3ata

    + Material $$$$$

    Magnesium

    Sp

    Magnesium

    Sp

    Mag

    )

    .atural

    potensial (vs

    CSE En @olts

    $+"! $+"! $

    #

    Anode 3riving

    @oltage Ea @olts*"! *"! *

    9

    Current

    Capacity C A$r5Og++** ++** +

    !

    Consumption

    Fate Cr =&*5C Og5A$yr &" &" &

    3esign

    ;tilisation

    -actor ;

    *"= *"=

    &;nit .et6eight 6a Ogs

    &"& &"&

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    =

    Pac/age

    Anode 4enght 4a cm&! &!

    Pac/age

    Anode

    3iameter 3a cm

    +! +!

    3

    Anode

    Calculation

    + 1K 6E,

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