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    TABLE OF CONTENTS

    HTTEK PVGASCAMAU GPMB

    PROJECT: UPDATING FEASIBILITY STUDY FOR CAMAU GPP

    LOCATION: CA MAU PROVINCE

    CLIENT: PVGAS CAMAU GAS PROCESSING PLANT MANAGEMENT BOARD

    STAGE: FEASIBILITY STUDY

    PROCESS BASIC OF DESIGN

    DISTIBUTION

    Company !"y

    PVGAS

    CM GPMB

    HTTEK

    Process x

    Control

    Electrical

    Fire Fighting x

    Pipeline x

    Piping x

    Civil

    Mechanical x

    To"a#:

    PVGAS $ CM GPMB

    (APPD.)

    A 03/0/!0"# $ss%e& 'or evie *.D.+ D.+.D *.+., *.+.,

    R%& Da"% D%'()*p"*on By C+%(, E-M HTTEK

    HUNG THINHCONSULTANCY AND TECHNICAL SERVICE J-S-C

    Do(- No-:U$.../0$PR$BOD$...1

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    PE+-$E+*AM GA -$*+ +-C1 C-P-A+$-*PGA CAMA2 GA P-CE$*G PA*+ P-EC+ MA*AGEME*+ B-AD2PDA+$*G FEA$B$$+4 +2D4 F- GA P-CE$*G PA*+ P-EC+

    PILE CALCULATION 2TYPICALPROCESS BASIC OF DESIGN3

    A44-5 ""6/"7 Phan ,%8 $ch tr.9 :ar& "79 +anBinh Dis.9 ,CMCP+on%: 06 ;! 6"; 77< Fa5: 06 ;! 6"; 7#Ema*#: in'o=htte>.co?.vn< :e@5 http//5.htte>.co?.vn

    1/Pa6%'($ncl. this page)

    TABLE OFCONTENTS1- PROJECT OVERVIE7------------------------------------------------------------------------------89

    8- PURPOSE--------------------------------------------------------------------------------------------------89/- DEFINITIONS AND ABBREVIATIONS------------------------------------------------------890- APPLICABLE CODES AND STANDARDS-----------------------------------------------8;- LANGUAGE AND UNITS---------------------------------------------------------------------------89- PROCESS DESCRIPTION------------------------------------------------------------------------8- BASIC DESIGN PARAMETERS----------------------------------------------------------------83 89?9 Fire Safet- < !eneral 'e6uirements

    TC1N =#::3 89?7 E4plosion Safet- < !eneral 'e6uirements

    TC1N :=@3 #@@9 Petroleum and petroleum products terminal Desin re6uirements

    TC1N =?9@3 #@@9 Fire protection e6uipments for .uildin andconstruction Proidin, installation, inspection,maintenance

    TC1N :7?>3 #@@= Fire safet- for petroleum and petroleum productsfacilities& !eneral re6uirements

    TC1N >=:

    Fire Protection& Porta.le and wheeled firee4tinuisher& Part ( 3 Selection and (nstallation

    TC1N :7@ 3 899= Fire E4tinuishin S-stem< !eneral'e6uirements of Pro%ect (nstallation And +tili2e

    TC1N 7>?7 3 #@@? Li6uefied Petroleum !as "LP!$ Pressuri2edStorae Location, Desin, Capacit- and(nstallation

    8:/#@@8/TTLTStandard for the (nstallation of Standpipes andose S-stems

    NFPA 8:Standard for 5ater Spra- Fi4ed S-stems for FireProtection

    NFPA #@ Standard for the (nstallation of Stationar- Pumpsfor Fire Protection

    NFPA #>Priate fire serice mains and theirappurtenances

    AP( #@=@Application of fi4 water spra- s-stem for fireprotection in the petroleum industr-

    AP( 'P #@@8 Fire Protection in 'efineries

    AP( P' 8> E'ecommended Practice for Desin and(nstallation of Offshore Production PlatformPipin S-stems

    'eference Documents

    NCS#

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    PE+-$E+*AM GA -$*+ +-C1 C-P-A+$-*PGA CAMA2 GA P-CE$*G PA*+ P-EC+ MA*AGEME*+ B-AD2PDA+$*G FEA$B$$+4 +2D4 F- GA P-CE$*G PA*+ P-EC+

    PILE CALCULATION 2TYPICALPROCESS BASIC OF DESIGN3

    No&

    Fire one (tems ProductionClass

    Fireresistanceclass

    8 F @8 Pacin Area D ((

    # F @# Office D ((

    = F @= Canteen ; !arae/Carparin

    D ((

    > F @> 5orshop C ((

    : F @: 5arehouse C ((

    7 F @7 Fire Station D ((

    F @ 5ater treatment area D ((

    ? F @? Firewater Pump ouse D ((

    9 F @9 Control .uildin D ((

    8@ F 8@ Switch room andTransformer

    C ((

    88 F 88 Emerenc- Diesel!enerator

    C ((

    8# F 8# Power enerationStation

    C ((

    8= F 8=Pi Launcher/'eceier/)eterin Area

    A (

    8> F 8> 5ater Treatin Area C ((

    8: F 8: +tilit- Area A ((

    87 F 87 Slu Catcher Area A (

    8 F 8 Off

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    PE+-$E+*AM GA -$*+ +-C1 C-P-A+$-*PGA CAMA2 GA P-CE$*G PA*+ P-EC+ MA*AGEME*+ B-AD2PDA+$*G FEA$B$$+4 +2D4 F- GA P-CE$*G PA*+ P-EC+

    PILE CALCULATION 2TYPICALPROCESS BASIC OF DESIGN3

    No&

    Fire one (tems ProductionClass

    Fireresistanceclass

    ## F ## Process Area (BL A (

    #= F #= Process Area (BL A (

    #> F #> Process Area (BL A (

    #: F #: Process Area (BL A (

    #7 F #7 Process Area (BL A (

    # F # Process Area (BL A (

    #? F #? Process Area (BL A (

    #9 F #9 Process Area (BL A (

    =@ F =@ Process Area (BL A (

    =8 F =8 Process Area (BL A (

    =# F =# La.orator- D ((

    == F == !uard ouse 8 D ((

    => F => !uard ouse # D ((

    =: F =: Diesel Storae TanArea

    A (

    =7 F =7 Amine Storae TanArea

    A (

    Firewater demand at the respectie 2one is .ased on proidin sufficientcoerae for fire e4tinuishment, e4posure protection and mitiatin

    escalation effect

    )a4imum water elocit- will .e limited to >&: m/s& Fire water lines will .e laidunderround& The underround pipin material shall .e car.on steel, coatedand wrapped with catholic protection

    Si2in of the firewater pumps should ensure that the- are capa.le ofsuppl-in the re6uired flow and meetin the pressure re6uirement

    The main approach for e6uipment coolin protection is to use fire monitor orfire h-drant or com.ination thereof in lieu of water spra- s-stem as per theSafet- and Fire Fihtin Desin Philosoph-, Doc no& NCS#

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    PE+-$E+*AM GA -$*+ +-C1 C-P-A+$-*PGA CAMA2 GA P-CE$*G PA*+ P-EC+ MA*AGEME*+ B-AD2PDA+$*G FEA$B$$+4 +2D4 F- GA P-CE$*G PA*+ P-EC+

    PILE CALCULATION 2TYPICALPROCESS BASIC OF DESIGN3

    containin e6uipment that cannot .e reached .- fire monitors and h-drants

    A =@G continenc- has .een included into the actual demand of delue,tain into consideration of oerspra-, h-draulic im.alances, preliminar- andestimated dimensions of e6uipment, location of e6uipment -et to .e finali2ed

    For .uildins located in each fire 2one, the re6uired firewater demand will .e.ased on 8 hose stream fire h-drant and # indoor fire h-drant hose streams&

    For areas containin h-drocar.on e6uipment in each fire 2one, the re6uiredfirewater demand is .ased on deluin all h-drocar.on containin e6uipmentplus 8 fire monitor and 8 hose stream outdoor fire h-drant&

    For area containin non h-drocar.on e6uipment and not located inside the.uildin, = hose stream outdoor fire h-drant are proided&

    Fore electrical .uildin i&e control .uildin and electrical switchear room, F)#@@ is proided indoors and = hose streams h-drant is proided outdoors&

    5ater monitors shall .e capa.le of suppl-in firewater a minimum 89@@ litersper minute as per NFPA #> l/min/m

    #

    NFPA 8:, Section&=

    Office Buildin/Fire "Sprinler densit-$ TC1N ==7, Section

    Pile Calculation (Typical)Process Basic of DesignDocument No. U-00034-PC!-C"B#D$-000%Page %0 10 of 4& 8'.0 "

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    PE+-$E+*AM GA -$*+ +-C1 C-P-A+$-*PGA CAMA2 GA P-CE$*G PA*+ P-EC+ MA*AGEME*+ B-AD2PDA+$*G FEA$B$$+4 +2D4 F- GA P-CE$*G PA*+ P-EC+

    PILE CALCULATION 2TYPICALPROCESS BASIC OF DESIGN3

    Description Application rates 'eferences

    Station / La.orator-Buildin

    >&?@ l/min/m# 7&> ta.le #

    5arehouse/

    5orshop

    "Sprinler densit-$

    @ l/min/m#

    TC1N ==7, Section7&> ta.le #

    The minimum operatin pressure at water spra- no22les is 8&> .ar as perNFPA 8:&

    Sprinler s-stems will .e re6uired for the Office .uildin, 5arehouse,5orshop, La.orator- and Fire Station&

    Firewater tan is desined for = hours of uninterrupted water suppl- at thema4imum re6uired rate as per TC1N #7## re6uirement&

    F('E F(!T(N! SHSTE)

    Fire fihtin s-stem for NCS# comprises followin items3

    Fire water pump s-stem

    Outdoor fire water h-drant

    (ndoor fire water h-drant

    Fire water monitor

    Fi4 water spra- s-stem

    Fire hose reels

    Fire foam s-stem, includin air foam cham.er, fire foam cart and

    Porta.le fire e4tinuishers&

    The fire fihtin s-stem is desined accordin to the latest 1ietnamese and(nternational standards& The s-stem is e6uipped to ensure safet- for peopleand propert-, aoidin fire and e4plosion& (t is capa.le to reularl- suppl-water, foam and fire e4tinuishin su.stances for fire fihtin, soon detectinand distinuishin fire so that damaes can .e minimi2ed&

    fire water / foam demand calculation

    Desin flow rate of fire fihtin water shall .e calculated .ased on the sinlelarest fire occurrin at the same time in the plant&

    Fire water/foam demand

    The ma4imum fire water demand shall .e calculated on the .asis of a sinlema%or fire eent and no escalation at a time& Fire water demand of delues-stem is calculated .ased on the followin e6uation3

    &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& Firewater demand I Surface area 4 desin densit-

    Fire water / foam demand for each 2one

    Fire water demand for each 2one is summeri2ed in Ta.le :&8 .elow3

    Pile Calculation (Typical)Process Basic of DesignDocument No. U-00034-PC!-C"B#D$-000%Page %% 11 of 4& 8'.0 "

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    PE+-$E+*AM GA -$*+ +-C1 C-P-A+$-*PGA CAMA2 GA P-CE$*G PA*+ P-EC+ MA*AGEME*+ B-AD2PDA+$*G FEA$B$$+4 +2D4 F- GA P-CE$*G PA*+ P-EC+

    PILE CALCULATION 2TYPICALPROCESS BASIC OF DESIGN3

    Details of the firewater demand calculation is shownedshowed in Appendi4 B&

    Ta.le :&83 Summar- of Firewater demand calculation&

    Fire2one

    Area 'e6uiredFirewaterDema

    nd"m=/hr$

    Standard Noofmonitors

    Noofhoseoutlet of

    h-drants

    Noofindoorfire

    h-drant

    delue/Sprinlers"m=/hr$

    ActualFirewaterproi

    ded"m=/hr$

    E6uipmentto Delue

    8 )uster/Parin Area

    =7@ TC1N#7##3899: Section8@&:

    # # NA =7@ NA

    # Office 8##&9=

    TC1N#7##3899

    : Section8@&:,TC1N==7,Section7&>

    = # >>&9= #>#&9=

    NA

    = Canteen ;!arae/ CarParin

    ? TC1N#7##3899: Section8@&:

    = # NA 89? NA

    > 5orshop

    #8#&?

    TC1N#7##3899: Section8@&:,TC1N==7,Section

    7&>

    = # 8=>&? ==#&?

    NA

    Pile Calculation (Typical)Process Basic of DesignDocument No. U-00034-PC!-C"B#D$-000%Page %& 12 of 4& 8'.0 "

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    PE+-$E+*AM GA -$*+ +-C1 C-P-A+$-*PGA CAMA2 GA P-CE$*G PA*+ P-EC+ MA*AGEME*+ B-AD2PDA+$*G FEA$B$$+4 +2D4 F- GA P-CE$*G PA*+ P-EC+

    PILE CALCULATION 2TYPICALPROCESS BASIC OF DESIGN3

    Fire2one

    Area 'e6uiredFirewater

    Demand"m=/hr$

    Standard Noofmonitors

    Noofhoseoutle

    t ofh-drants

    Noofindoor

    fireh-drant

    delue/Sprinlers"m=

    /hr$

    ActualFirewater

    proided"m=/hr$

    E6uipmentto Delue

    : 5arehouse

    #8#&?

    TC1N#7##3899: Section8@&:,TC1N==7,

    Section7&>

    = # 8=>&? ==#&?

    NA

    7 FireStation

    8##&9=

    TC1N#7##3899: Section8@&:,TC1N==7,Section7&>

    = # >>&9= #>#&9=

    NA

    5astewatertreatmentarea

    8?@ NFPA 8>,TC1N#7##3899: Section8@&:

    = 8?@ NA

    ? Firewa terPumphouse

    8?@ NFPA 8>,TC1N#7##3899: Section

    8@&:

    = 8?@ NA

    9 ControlBuildin

    8?@ NFPA 8>,TC1N#7##3899: Section8@&:

    = NA 8?@ NA

    8@ ElectricalSwitchroomand

    8?@ NFPA 8>,TC1N#7##3899: Section

    = NA 8?@ NA

    Pile Calculation (Typical)Process Basic of DesignDocument No. U-00034-PC!-C"B#D$-000%Page %3 13 of 4& 8'.0 "

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    PE+-$E+*AM GA -$*+ +-C1 C-P-A+$-*PGA CAMA2 GA P-CE$*G PA*+ P-EC+ MA*AGEME*+ B-AD2PDA+$*G FEA$B$$+4 +2D4 F- GA P-CE$*G PA*+ P-EC+

    PILE CALCULATION 2TYPICALPROCESS BASIC OF DESIGN3

    Fire2one

    Area 'e6uiredFirewater

    Demand"m=/hr$

    Standard Noofmonitors

    Noofhoseoutle

    t ofh-drants

    Noofindoor

    fireh-drant

    delue/Sprinlers"m=

    /hr$

    ActualFirewater

    proided"m=/hr$

    E6uipmentto Delue

    Transformer

    8@&:

    88 Emerenc-Diesel

    !enerator

    8?@ NFPA 8>,TC1N#7##3899

    : Section8@&:

    = NA 8?@ NA

    8# PowerenerationStation

    8?@ NFPA 8>,TC1N#7##3899: Section8@&:

    = NA 8?@ NA

    8= PiLaunc

    her/'eceier)eterinSids

    =@7&?#

    NFPA8:,NFPA

    8>

    8 = 8#7&?# >#7&?#

    Pilaunchers

    "81:=@8/81:>@8

    /81:@@8$, Pireceier"81@@8$,LP! ;Condensate)eterinsids"8)##@8/8)#

    =@=$

    8> 5aterTreatin Area

    8?@ NFPA 8>,TC1N#7##3899: Section8@&:

    = NA 8?@ NA

    8: +tilit-Area

    #8&97>>#&9=

    NFPA 8:,TC1N#7##3899

    : Section8@&:

    8 = 9&==#7#&9#

    =9&==:7#&9=

    P Fuel asscru..er"81=#@#$,

    )ethanolTan

    Pile Calculation (Typical)Process Basic of DesignDocument No. U-00034-PC!-C"B#D$-000%Page %4 14 of 4& 8'.0 "

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    PE+-$E+*AM GA -$*+ +-C1 C-P-A+$-*PGA CAMA2 GA P-CE$*G PA*+ P-EC+ MA*AGEME*+ B-AD2PDA+$*G FEA$B$$+4 +2D4 F- GA P-CE$*G PA*+ P-EC+

    PILE CALCULATION 2TYPICALPROCESS BASIC OF DESIGN3

    Fire2one

    Area 'e6uiredFirewater

    Demand"m=/hr$

    Standard Noofmonitors

    Noofhoseoutle

    t ofh-drants

    Noofindoor

    fireh-drant

    delue/Sprinlers"m=

    /hr$

    ActualFirewater

    proided"m=/hr$

    E6uipmentto Delue

    "81=9@8$,Spent)ethanolTan"81=9@>$,)ethanol

    in%ectionpumps"8P=9@#A/B,8P=9@=A/B$,ot oile4pansiondrum"81=>@8$,ot oilheaters"8=>@=A/B$

    87 SluCatcherArea

    :=@&>#>?@

    NFPA 8:,NFPA 8>

    = # :@&>#NA

    :=@&>#>?@

    !as filterandSeparators"818@@=A/B$

    8 Off

    8 # 8:8#&99::9&7

    8:#&9999&7

    Off##A/B$

    8? LP!Storae TanArea

    8#>&@

    NFPA 8:,NFPA 8>

    8 # 8@7&@

    8=@&@

    Coolin foroerallsurface areaof spheretan"81##@8A$on fire and

    coolin halfthe surface

    Pile Calculation (Typical)Process Basic of DesignDocument No. U-00034-PC!-C"B#D$-000%Page % 15 of 4& 8'.0 "

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    PE+-$E+*AM GA -$*+ +-C1 C-P-A+$-*PGA CAMA2 GA P-CE$*G PA*+ P-EC+ MA*AGEME*+ B-AD2PDA+$*G FEA$B$$+4 +2D4 F- GA P-CE$*G PA*+ P-EC+

    PILE CALCULATION 2TYPICALPROCESS BASIC OF DESIGN3

    Fire2one

    Area 'e6uiredFirewater

    Demand"m=/hr$

    Standard Noofmonitors

    Noofhoseoutle

    t ofh-drants

    Noofindoor

    fireh-drant

    delue/Sprinlers"m=

    /hr$

    ActualFirewater

    proided"m=/hr$

    E6uipmentto Delue

    area ofsphere tan"81##@8B$ad%acentsphere tanon fire, LP!

    TransferPumps"8P##@8 A/B$

    89 CondensateStorae TanArea

    78#&98

    TC1N:=@3#@@9, NFPA88, NFPA8:

    8 # >8@= 7:@=

    Condensatestoraetans"8T#=@8A/B$,Condensatetransferpumps

    "8P#=@#A/B$,Tan FlareJO Drum"81=?8$,Tan FlareJO Pump"8P=?=8$

    #@#@

    ProcessAreaProcessArea(BL

    8>8&=88#??&>#

    NFPA 8:,TC1N#7##3899: Section8@&:NFPA8:, NFPA8>

    #8 #= @ 8#=&=88@?9&==

    8:9&=88=?9&==

    8C8?@#A/B/C Sales !asCompressor,818?@8A/B/CSales !asCompressorSuctionScru..er,8E?@=A/B/CSales !asCompressorAftercooler,8=>88

    A/B/C Sales!as

    Pile Calculation (Typical)Process Basic of DesignDocument No. U-00034-PC!-C"B#D$-000%Page %* 16 of 4& 8'.0 "

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    PE+-$E+*AM GA -$*+ +-C1 C-P-A+$-*PGA CAMA2 GA P-CE$*G PA*+ P-EC+ MA*AGEME*+ B-AD2PDA+$*G FEA$B$$+4 +2D4 F- GA P-CE$*G PA*+ P-EC+

    PILE CALCULATION 2TYPICALPROCESS BASIC OF DESIGN3

    Fire2one

    Area 'e6uiredFirewater

    Demand"m=/hr$

    Standard Noofmonitors

    Noofhoseoutle

    t ofh-drants

    Noofindoor

    fireh-drant

    delue/Sprinlers"m=

    /hr$

    ActualFirewater

    proided"m=/hr$

    E6uipmentto Delue

    Compressor5'+8C8?@#A/B/C Sales!asCompressor,818?@8A/B/C

    Sales !asCompressorSuctionScru..er,8E?@=A/B/CSales !asCompressorAftercooler,8=>88A/B/C Sales!asCompressor5'+

    #8#8

    ProcessAreaProcessArea(BL

    8=:=&7:

    NFPA 8:,TC1N#7##3899: Section8@&:NFPA8:, NFPA8>

    ## 8# @ 8@7&>::#:&:=

    8=7&>:??:&:=

    818@8CondensateSure Drum,818@#CondensateFractionator,818@:Flash !asCompressorSuctionDrum, Phase# e6uipment< EthaneTreater JOdrum,Ethanea.sor.er,Pumps,

    E4chaners,Coolers818

    Pile Calculation (Typical)Process Basic of DesignDocument No. U-00034-PC!-C"B#D$-000%Page %+ 17 of 4& 8'.0 "

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    PE+-$E+*AM GA -$*+ +-C1 C-P-A+$-*PGA CAMA2 GA P-CE$*G PA*+ P-EC+ MA*AGEME*+ B-AD2PDA+$*G FEA$B$$+4 +2D4 F- GA P-CE$*G PA*+ P-EC+

    PILE CALCULATION 2TYPICALPROCESS BASIC OF DESIGN3

    Fire2one

    Area 'e6uiredFirewater

    Demand"m=/hr$

    Standard Noofmonitors

    Noofhoseoutle

    t ofh-drants

    Noofindoor

    fireh-drant

    delue/Sprinlers"m=

    /hr$

    ActualFirewater

    proided"m=/hr$

    E6uipmentto Delue

    @8CondensateSure Drum,818@#CondensateFractionator,

    818@:Flash !asCompressorSuctionDrum,8T8#8# PureAmineStoraeTan,8P8#@APure AminePump

    ####

    ProcessAreaProcessArea(BL

    8?&:9@>

    NFPA 8:,TC1N#7##3899: Section8@&:NFPA8:, NFPA8>

    ## ## @ >#@&>@7&=?

    ?@&77&=?

    818>@>Demethani2erPhase #futurepump818>@>Demethani2er

    #=#=

    ProcessAreaProcessArea(BL

    9@:&99@:&9

    NFPA 8:,TC1N#7##3899: Section8@&:NFPA8:, NFPA8>

    #= == @ :#&87:#&87

    99#&87888#&87

    E8>@7CondensateSu.cooler,Phase #e6uipment LP!

    Column,8E8:@# LP!ColumnCondensorCooler,8E8:@=CondensateProductCooler,81=@8Closed Drain1essel,8P8:@#A/BLP! Column'eflu4Pumps,818:@> LP!Column,8E8:@# LP!ColumnCondensor

    Cooler,8E8:@=

    Pile Calculation (Typical)Process Basic of DesignDocument No. U-00034-PC!-C"B#D$-000%Page % 19 of 4& 8'.0 "

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    PE+-$E+*AM GA -$*+ +-C1 C-P-A+$-*PGA CAMA2 GA P-CE$*G PA*+ P-EC+ MA*AGEME*+ B-AD2PDA+$*G FEA$B$$+4 +2D4 F- GA P-CE$*G PA*+ P-EC+

    PILE CALCULATION 2TYPICALPROCESS BASIC OF DESIGN3

    Fire2one

    Area 'e6uiredFirewater

    Demand"m=/hr$

    Standard Noofmonitors

    Noofhoseoutle

    t ofh-drants

    Noofindoor

    fireh-drant

    delue/Sprinlers"m=

    /hr$

    ActualFirewater

    proided"m=/hr$

    E6uipmentto Delue

    CondensateProductCooler,8E8:@> LP!ColumnFeed

    ProductE4chaner

    #:#:

    ProcessAreaProcessArea(BL

    ?8=&>8>#:&@7

    NFPA 8:,TC1N#7##3899: Section8@&:NFPA8:, NFPA8>

    == ## @ >=>&?99?&=#

    98>&?98>7&=#

    8E8>8# Cold!as/Li6uidsE4chaner,8E8>@# Cold!as/!asE4chaner,8E8>885arm

    !as/Li6uidsE4chaner,8E8>@85arm!as/!asE4chaner,8K#8@8'eenerationpacae8E8>8# Cold!as/Li6uidsE4chaner,8E8>@# Cold!as/!asE4chaner,8E8>885arm!as/Li6uidsE4chaner,8E8>@8

    5arm!as/!as

    Pile Calculation (Typical)Process Basic of DesignDocument No. U-00034-PC!-C"B#D$-000%Page &0 20 of 4& 8'.0 "

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    PE+-$E+*AM GA -$*+ +-C1 C-P-A+$-*PGA CAMA2 GA P-CE$*G PA*+ P-EC+ MA*AGEME*+ B-AD2PDA+$*G FEA$B$$+4 +2D4 F- GA P-CE$*G PA*+ P-EC+

    PILE CALCULATION 2TYPICALPROCESS BASIC OF DESIGN3

    Fire2one

    Area 'e6uiredFirewater

    Demand"m=/hr$

    Standard Noofmonitors

    Noofhoseoutle

    t ofh-drants

    Noofindoor

    fireh-drant

    delue/Sprinlers"m=

    /hr$

    ActualFirewater

    proided"m=/hr$

    E6uipmentto Delue

    E4chaner,8K#8@8'eeneration pacae

    #7#

    7

    Proce

    ssAreaProcessArea(BL

    7=&7

    ?>:8&?>

    NFPA 8:,

    TC1N#7##3899: Section8@&:NFPA8:, NFPA8>

    =# ## @ #?9&=:

    8#>&9=

    79&=

    :>?>&9=

    8187@8

    )ercur-!uard Bed,818=@8Deh-dration(nletSeparator,818=@#)olecularSiee Bed,8E8=@='eeneratio

    n !asCooler,8E8=@>'eeneration !asCompressorAfter Cooler,8F8=@#A/B'eeneration !as Filter"!as$,8F8=@='eeneration !as Filter"Li6uid$8187@8 )ercur-!uard Bed,818=@8Deh-dration(nletSeparator,

    818=@#)olecular

    Pile Calculation (Typical)Process Basic of DesignDocument No. U-00034-PC!-C"B#D$-000%Page &% 21 of 4& 8'.0 "

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    PE+-$E+*AM GA -$*+ +-C1 C-P-A+$-*PGA CAMA2 GA P-CE$*G PA*+ P-EC+ MA*AGEME*+ B-AD2PDA+$*G FEA$B$$+4 +2D4 F- GA P-CE$*G PA*+ P-EC+

    PILE CALCULATION 2TYPICALPROCESS BASIC OF DESIGN3

    Fire2one

    Area 'e6uiredFirewater

    Demand"m=/hr$

    Standard Noofmonitors

    Noofhoseoutle

    t ofh-drants

    Noofindoor

    fireh-drant

    delue/Sprinlers"m=

    /hr$

    ActualFirewater

    proided"m=/hr$

    E6uipmentto Delue

    Siee Bed,8E8=@='eeneration !asCooler,8E8=@>

    'eeneration !asCompressorAfter Cooler

    ##

    ProcessAreaProcessArea

    (BL

    >@8&?88#@

    NFPA 8:,TC1N#7##3899: Section8@&:NFPA8:, NFPA

    8>

    ## ## @ 7?&9?=?&9?

    >#?&9889?&9?

    818@@=A/B!as FilterandSeparatorPhase #e6uipment

    ## ## @ 7=9&@7#?&97

    999&@78@??&97

    8P8#@8A/B/CP semileansolutionpumps,8E8#@8 FeedProductSolution

    Cooler,818#@#

    Pile Calculation (Typical)Process Basic of DesignDocument No. U-00034-PC!-C"B#D$-000%Page && 22 of 4& 8'.0 "

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    PE+-$E+*AM GA -$*+ +-C1 C-P-A+$-*PGA CAMA2 GA P-CE$*G PA*+ P-EC+ MA*AGEME*+ B-AD2PDA+$*G FEA$B$$+4 +2D4 F- GA P-CE$*G PA*+ P-EC+

    PILE CALCULATION 2TYPICALPROCESS BASIC OF DESIGN3

    Fire2one

    Area 'e6uiredFirewater

    Demand"m=/hr$

    Standard Noofmonitors

    Noofhoseoutle

    t ofh-drants

    Noofindoor

    fireh-drant

    delue/Sprinlers"m=

    /hr$

    ActualFirewater

    proided"m=/hr$

    E6uipmentto Delue

    A.sor.erSimminDrum,818#@9Amine'ecoer-

    Drum,8+8#@8AmineSump,8E8@8CondensateFractionatorOerheadCompressor,818#@>Product !asJO Drum,8P8#@8A/B/CP semileansolutionpumps,8E8#@8 FeedProduct

    A.sor.er,8F8#@#ActiatedCar.onFilter,818#@#A.sor.erSimminDrum,818#@9Amine

    'ecoer-Drum,

    Pile Calculation (Typical)Process Basic of DesignDocument No. U-00034-PC!-C"B#D$-000%Page &3 23 of 4& 8'.0 "

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    PE+-$E+*AM GA -$*+ +-C1 C-P-A+$-*PGA CAMA2 GA P-CE$*G PA*+ P-EC+ MA*AGEME*+ B-AD2PDA+$*G FEA$B$$+4 +2D4 F- GA P-CE$*G PA*+ P-EC+

    PILE CALCULATION 2TYPICALPROCESS BASIC OF DESIGN3

    Fire2one

    Area 'e6uiredFirewater

    Demand"m=/hr$

    Standard Noofmonitors

    Noofhoseoutle

    t ofh-drants

    Noofindoor

    fireh-drant

    delue/Sprinlers"m=

    /hr$

    ActualFirewater

    proided"m=/hr$

    E6uipmentto Delue

    8+8#@8AmineSump,8E8@8CondensateFractionator

    OerheadCompressor,8E8#@>SolutionCooler

    #9#9

    ProcessAreaProcess

    Area(BL

    87?:8=7&?#

    NFPA 8:,TC1N#7##3899: Section8@&:NFPA

    8:, NFPA8>

    == ## @ 8#99&?8@:&79

    89&?8:::&79

    818#@: 'ichSolutionFlash Drum,818#@7 LPFlash

    Column818#@: 'ichSolutionFlash Drum,818#@7 LPFlashColumn

    =@=@

    ProcessAreaProcessArea(BL

    #:8&7#:8&7

    NFPA 8:,TC1N#7##3899: Section8@&:NFPA8:, NFPA8>

    ## ## @ @@ =7@=7@

    =8=8

    ProcessAreaProcess

    Area(BL

    >=&@>@&8=

    NFPA 8:,TC1N#7##3899: Section8@&:NFPA

    8:, NFPA8>

    ## 8# @ #>8 :>&@9

    :>89=>&@9

    81=?@8 P5arm 5etFlare JODrum,81=?88 LP

    Flare JODrum81=?@8

    Pile Calculation (Typical)Process Basic of DesignDocument No. U-00034-PC!-C"B#D$-000%Page &4 24 of 4& 8'.0 "

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    PE+-$E+*AM GA -$*+ +-C1 C-P-A+$-*PGA CAMA2 GA P-CE$*G PA*+ P-EC+ MA*AGEME*+ B-AD2PDA+$*G FEA$B$$+4 +2D4 F- GA P-CE$*G PA*+ P-EC+

    PILE CALCULATION 2TYPICALPROCESS BASIC OF DESIGN3

    Fire2one

    Area 'e6uiredFirewater

    Demand"m=/hr$

    Standard Noofmonitors

    Noofhoseoutle

    t ofh-drants

    Noofindoor

    fireh-drant

    delue/Sprinlers"m=

    /hr$

    ActualFirewater

    proided"m=/hr$

    E6uipmentto Delue

    P 5arm5et FlareJO Drum,81=?88 LPFlare JODrum

    =# La.orator-

    8##&9=

    TC1N#7##3899: Section8@&:,TC1N==7,Section7&>

    = # >>&9= #>#&9=

    NA

    == !uard

    ouse8

    7@ TC1N

    #7##3899: Section8@&:

    = 8?@ NA

    => !uard

    ouse#

    7@ TC1N#7##3899: Section8@&:

    = 8?@ NA

    =: DieselStora

    e TanArea

    ##?&?8

    TC1N:=@3#@@

    9, TC1N=?9@3#@@9

    8 # >?&?8 #??&?8

    NA

    =7 AmineStorae TanArea

    =@?&9?

    NFPA 8:,NFPA 8>

    8 # 8#?&9? =7?&9?

    Pure AmineStoraeTan"8T#@#$,Pure AminePump"8P8#@A$

    Pile Calculation (Typical)Process Basic of DesignDocument No. U-00034-PC!-C"B#D$-000%Page & 25 of 4& 8'.0 "

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    PE+-$E+*AM GA -$*+ +-C1 C-P-A+$-*PGA CAMA2 GA P-CE$*G PA*+ P-EC+ MA*AGEME*+ B-AD2PDA+$*G FEA$B$$+4 +2D4 F- GA P-CE$*G PA*+ P-EC+

    PILE CALCULATION 2TYPICALPROCESS BASIC OF DESIGN3

    8& P'O0ECT O1E'1(E5

    A pre-feasibility study was conducted by Worley Parsons in 2008, toinvestigate the potential to build a new Natural Gas i!uid "NG# $%tractionPlant to recover PG and condensate fro& e%isting and future gas production

    in the southwest of 'ietna&( Petro'ietna& Gas has recently initiated thepresent )easibility *tudy to further investigate the options for a new GasProcessing Plant "GPP#, including ter&inal facilities and e%port pipelines forresidue gas and li!uid products(

    +he region currently receives natural gas fro& P and .oa ai fields,which feed several gas-fired power plants at /a au( +he develop&ent of anNG e%traction plant will close the gap between the PG supply and de&andin the &aret( +he pro1ect will &a%i&ie the value of do&estic gas reservesand add diversity to the 'ietna&ese energy portfolio( +his additional sourceof do&estic PG will help to &eet the increasing de&and for PG within

    'ietna&(+he &ain facilities are included Gas processing plan "GPP#3 productionstorage facilities and products e%porting 1etty(

    #& P+'POSE

    +he intent of this docu&ent is to define the basic design para&eters and&ain technical re!uire&ents for the 4esign and $ngineering of /a au GPP(

    =& DEF(N(T(ONS AND ABB'E1(AT(ONS

    A..reiation Description

    5o4 5asis of 4esign

    GPP Gas Processing Plant

    .65 .eat 6 aterial 5alance

    ..' .igher .eating 'alue

    .' ower .eating 'alue

    PG i!uefied Petroleu& Gas

    */4 illion *tandard /ubic eters Per 4ay

    */)4 illion *tandard /ubic )eet Per 4ay

    NG Natural Gas i!uids

    P)* Pre-)easibility *tudy

    P'GA* Petro'ietna& Gas

    P'N Petro'ietna&

    *+5P4 *tandard 5arrel Per 4ay

    +54 +o 5e 4eter&ined

    +P4 +on Per 4ay

    75/ 7niversal 5uilding /ode

    W Wobbe nde%

    Pile Calculation (Typical)Process Basic of DesignDocument No. U-00034-PC!-C"B#D$-000%Page &* 26 of 4& 8'.0 "

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    PE+-$E+*AM GA -$*+ +-C1 C-P-A+$-*PGA CAMA2 GA P-CE$*G PA*+ P-EC+ MA*AGEME*+ B-AD2PDA+$*G FEA$B$$+4 +2D4 F- GA P-CE$*G PA*+ P-EC+

    PILE CALCULATION 2TYPICALPROCESS BASIC OF DESIGN3

    >& APPL(CABLE CODES AND STANDA'DS

    +he codes and standards as set out as 9Pro1ect applicable code andstandard: shall be co&plied with /lient;s re!uire&ent(

    :& LAN!+A!E AND +N(TS

    All docu&entation shall be produced in $nglish language( *o&edocu&entation "e(g( docu&ents which are to be sub&itted to local authority#&ay re!uire translation into 'ietna&ese(

    All &easure&ents shall be in * units(

    7& P'OCESS DESC'(PT(ON

    +he /a au GPP will be designed to e%tract NG fro& its gas feed andproducetans and will bee%ported by ship and truc via an e%isting port of /a au @ Power plant(

    +he /a au GPP will rely on a pipeline fro& the e%isting G4* for gas feedsupply( +he G4* shall act as the interface between the GPP and the supplynetwor( t regulates the allowable supply of gas to the GPP via a feed

    control and by-pass syste&( +his ensures that in the event of GPP failureade!uate supply of gas to the users is &aintained via direct by-pass of theGPP(

    7&8& !PP Location

    )or the feasibility study, it is assu&ed that the new GPP will be supplied withfeed gas fro& the G4* located appro%i&ately @0 & fro& /a au city, at the/a au Gas-Power-)ertilier /o&ple% in hanh An 'illage, 7 inh 4istrict,/a au Province( +he coordinates for the pro1ect site are as follows& Feed !as Suppl- Conditions

    +he gas supply pressure and te&perature to the GPP at the /a au G4*battery li&it are assu&ed as followsd (2

    *ales gas *&>d E(8

    PG +P4 00

    /ondensate *+5P4 E0

    ?&8& 'esidue Sale !as 'e6uirements

    Pile Calculation (Typical)Process Basic of DesignDocument No. U-00034-PC!-C"B#D$-000%Page 30 30 of 4& 8'.0 "

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    PE+-$E+*AM GA -$*+ +-C1 C-P-A+$-*PGA CAMA2 GA P-CE$*G PA*+ P-EC+ MA*AGEME*+ B-AD2PDA+$*G FEA$B$$+4 +2D4 F- GA P-CE$*G PA*+ P-EC+

    PILE CALCULATION 2TYPICALPROCESS BASIC OF DESIGN3

    =esidue sale gas will be e%ported via gas distribution lines to /a au Powerplants and /a au )ertilier plant fro& G4*( *ale gas transport fro& theGPP to the G4* will be through a pipeline at the pressure noted above(

    +he specifications of residue sale gas to be delivered to /a au Power and)ertilier plants are fi%ed by e%isting end-user agree&ents according to +ableDand +able 8(

    Ta.le D3 !PP residue as e4port to Ca )au Power Plants

    Propert- +nits 1alue

    G.' D Q>*&

    Hperating W range REJ )eed to $%port

    a%i&u& &purities =efer to +able

    Hperating +e&perature /in( 20o/ above ./ dewpt( at ?E barg

    a%i&u& +e&perature to pipeline / E0

    Nor&al Hperating Pressure at inlet /aau Power Plant barg ?0-0 barg

    Hperating Pressure at outlet GPP barg E0

    Ta.le 83 !as suppl- specifications for fertili2er plant

    Propert- +nits 1alue

    a%i&u& &purities =efer to +able

    Hperating +e&perature /in( 20o/ above ./ dewpt( at ?E barg

    a%i&u& +e&perature to pipeline / E0

    Nor&al Hperating Pressure at inlet /aau Power Plant barg ?0-0 barg

    Hperating Pressure at outlet GPP barg E0

    ?& Li6uid Product 'e6uirements

    +he GPP will produce two li!uid product strea&s&8 L/min/m#"TC1N :=@, Section :&9&8@$&

    Fire e4tinuishin for diesel storae tan

    Foam solution demand to fire e4tinuishin for diesel storae tan3

    *foamI >&8 "l/min&m#$ 4 =&8> 4 "=&7M#$/>

    I >8&8 LP) I #&: m=/h&

    Assume that Alcohol= m=/hr 4 ::/7@ hr 4 @&@=

    I @&8= m=

    'efer to foam .ladder tan cataloues are aaila.le on maret& Propose foam

    .ladder tan hae capacit- of @&=? m=&

    Proposed foam .ladder tan Si2e &&&&&&&&I @&7m "(D$ 4 8&9m "L$, Note3 E4act foam.ladder tan si2e shall .e confirmed .- 1endor&

    Fire e4tinuishin for inside .und

    To fire e4tinuishin for inside .und diesel storae area, porta.le foam fire

    e4tinuisher t-pe 8@@ Liters shall .e proided&

    NPS Pump Calculation

    NPS aaila.le "NPSA$ shall .e calculate the .ased on setch of fire water

    pump la-out& NPS re6uired "NPS'$ shall .e supplied .- pumps

    manufacturer& The criteria re6uirement .etween "NPSA$ and "NPS'$ shall.e3 NPSA NPS' 8&:# m as per NFPA #@ section ?&

    Pile Calculation (Typical)Process Basic of DesignDocument No. U-00034-PC!-C"B#D$-000%Page 3 39 of 4& 8'.0 "

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    PE+-$E+*AM GA -$*+ +-C1 C-P-A+$-*PGA CAMA2 GA P-CE$*G PA*+ P-EC+ MA*AGEME*+ B-AD2PDA+$*G FEA$B$$+4 +2D4 F- GA P-CE$*G PA*+ P-EC+

    PILE CALCULATION 2TYPICALPROCESS BASIC OF DESIGN3

    NPSA shall .e calculated in the worst case at 8:@G flowrate firewater pump&

    Formula for calculation NPSA of pumps as follow3

    N#S&- (m) o #$m%:

    PPPPNPSHA H += 01

    le,tri, #o"er:

    Electric Power IE

    gHq

    *1000*3600

    ***

    5ith3

    P &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&3 Pressure drop "Bar$

    P8&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&3 Pressure in the essel "Bara$

    Po&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&3 1apor Pressure "Bara$

    P&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&3 Static Pressure "Bara$

    &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&3 ead "m of fluid pumped$

    E&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&3 Pump efficienc- "G$

    6&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&3 'ate of li6uid flow "m=/hr$

    &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&3 !rait- accelerations "9&?8 m/s#$

    &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&3 5ater densit- "997 /m=$

    (Note: !orm$las so$r,e taen rom nineerin ata oo)

    Based on calculation sheet "Appendi4 D$, NPSA for each pump as follow3Diesel Firewater pumps "P>#@#A/B$ NPSA I 7&= m

    Electric Firewater pump "P>#@8$ NPSA I 7&= m

    0oce- pumps "P>#@=A/B$ NPSA I ? m

    The .ased on calculation sheet "Appendi4 D$, Estimated rate power for each

    pump as follow3

    Diesel Firewater pumps3 P>#@#A/B Estimated rate power 3 >@#&:# J5

    Electric Firewater pump3 P>#@8 Estimated rate power 3 >@#&:# J5

    0oce- pumps3 P>#@=A/B Estimated rate power 3 #7&7@ J5

    Detail calculation refer to Appendi4 D

    calculation fuel consumption for main firewater diesel enines pumP

    The fuel consumption for main firewater diesel enine pump shall .e supplied.- pumps manufacturer dependin on respectie pumps manufacturer& Theestimated fuel consumption for firewater diesel enine pumps shall .ecalculated .ased on the estimated power ratin the diesel enine as per NPFA#@ section 88&> and section 9&7&= as follows3

    Fuel storae capacit- of the diesel da- tan shall .e at least e6ual to 8 al perhp ":&@ L per 5$&

    Pile Calculation (Typical)Process Basic of DesignDocument No. U-00034-PC!-C"B#D$-000%Page 40 40 of 4& 8'.0 "

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    PE+-$E+*AM GA -$*+ +-C1 C-P-A+$-*PGA CAMA2 GA P-CE$*G PA*+ P-EC+ MA*AGEME*+ B-AD2PDA+$*G FEA$B$$+4 +2D4 F- GA P-CE$*G PA*+ P-EC+

    PILE CALCULATION 2TYPICALPROCESS BASIC OF DESIGN3

    The 6uantit- 8 al per hp ":&@ L per J5$ is e6uialent to 8 pint per hp "@&7=> Lper 5$ per hour for ? hours&

    The fuel suppl- capacit- shall .e sufficient to proide ? hours of fire pumpoperation at 8@@ percent of the rated pump&

    ence the olume of fuel da- tan for diesel enine pump 1 I ? hours 4

    diesel enine rate power "J5$ 4 @&7=> "litres$/"J5$/hourQ R 8@G olume "space

    from leel to the top of tan$

    1 I 8&8 4 ? hours 4 >@#&:# "J5$ 4 @&7=> "litres$/"J5$/hourQ I #,#>:&87 "litres$ I#&= m=&

    Proposed fuel da- tan for diesel enine si2e I 8m "(D$ 4 #&8m "$, Note3Diesel da- tan si2e shall .e confirmed .- Pump endor&

    line si2in

    Line si2in shall .e calculated to .e in accordance with the ma4imum definedelocit- in the pipes and to limit the friction pressure drop in the lines whileproidin sufficient pressure at users&

    Formula for Line si2in as follow3

    Flow 1elocit-

    The elocit- in pipe,

    ==

    4

    2d

    Q

    A

    QVf

    5here &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&* 3 Flowrate in pipe, m=

    /hr &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& A 3 Pipe cross sectional area, m#

    &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& D 3 Pipe internal diameter, m

    )a4imum elocit- in pipe I 8: ft/s >&: m/s

    a2en

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    PE+-$E+*AM GA -$*+ +-C1 C-P-A+$-*PGA CAMA2 GA P-CE$*G PA*+ P-EC+ MA*AGEME*+ B-AD2PDA+$*G FEA$B$$+4 +2D4 F- GA P-CE$*G PA*+ P-EC+

    PILE CALCULATION 2TYPICALPROCESS BASIC OF DESIGN3

    Thus, pressure drop per 8@@m,7

    87.485.1

    85.1

    1005.6)100/( xdC

    QxmbarPD

    m

    m=

    The line si2in calculation sheet is proided in Attachments C&

    CONCL+S(ON

    The ma4imum firewater demand for !as Processin Plant "!PP#$ is8:#89&?&99 m=/hr which refers to the hihest firewater demand from theFire one #9 area, located at the process area Offspec Bullet Area "Fire one8$&

    Three "@=$ nos of main firewater pumps "# dut- and 8 stand.- $ will proided.- each main firewater pump flowrate is 9@? m=/hr&&

    Two "@#$ nos of %oce- pumps "8 dut- and 8 stand.-$ will proided .- each%oce- pump flowrate is 7@ m=/hr&

    Proposed foam .ladder tan si2e of 8&: m= for condensate storae tan areawith tan dimensions of 8m "(D$ 4 8&:m "L$ and

    Proposed foam .ladder tan si2e of @&=? m = for diesel storae tan area withtan dimensions of @&7m "(D$ 4 8&9m "L$ and

    Proposed two "@#$ Firewater tans each tan olume is #,7#9 9>@ m=with tandimensions of 8:&@@m "(D$ 4 8&@@m "$&

    appendices

    Appendi4 A Fire one La-out

    Appendi4 B Firewater Demand Calculation Sheets

    Appendi4 C Firewater Line Si2in Calculation Sheets

    Appendi4 D NPSA Pump Calculation