- 1 -

- 2 -

Company Introduction

Design of Offshore Structure and Platform

Design of Subsea Pipeline

1

2

3

4

Design of Offshore Wind Power Plant

LNG Floating Terminal(FSRU)5

- 3 -

- 4 -

BusinessDevelopment

Research &Development

FinancialDepartment

TechnicalAdvisor

ProjectDirector

CEO

Ship YardDevelopment

Harbour/OffshoreDevelopment

StructureDevelopment

GeotechnicalDevelopment

ConstructionSupervision

Production/Shop Drawings

LNG/OIL TerminalDevelopment

Ship BuildingDevelopment

- 5 -

§ Engineer Distribution Ratio§ Engineer Distribution Ratio

66 66

사업개발부,2

해양사업부,26

지반사업부,7

생산설계사업부,10

경영관리부,3

기술고문, 3

기술연구소,5구조사업부,10

5

12

15

17

14

3

0명

5명

10명

15명

20명

기술사 특급기술자 고급 기술자 중급기술자 초급기술자 기타( 관리직)

- 6 -

Ø SACS 5.2(MMHE/HHI) : OFFSHORE FIXED PLATFORM DESIGN AND FPSO TOPSIDE DESIGNØ ZENSCAD : OFFSHORE FIXED PLATFORM DESIGN AND FPSO TOPSIDE DESIGNØ MSC PATRAN/NASTRAN : HULL AND STRUCTURE FEM SOFTWAREØ ANSYS + CIVIL FEM : HULL AND STRUCTURE, GEOTECHNICAL FEM SOFTWAREØ MIDAS CIVIL : CIVIL STRUCTURE AND FEM SOFTWAREØ MIDAS FEA : STRUCTURE FEM SOFTWAREØ MIDAS GTS : STRUCTURE, GEOTECHNICAL FEM SOFTWAREØ FLAC 3D : GEOTECHNICAL, TUNNEL SOIL AND FOUNDATION DESIGN SOFTWAREØ SLOPE : SLOPE STABILITY DESIGN SOFTWAREØ FLUENT : CFD SOFTWARE

Ø MOSES(MALAYSIA OFFICE) : HULL MOTION AND HYDRODYNAMIC DESIGN SOFTWAREØ ZENMOOR : MOORING DESIGN SOFTWAREØ MOTSIM/NEPTUNE : HULL MOTION AND HYDRODYNAMIC DESIGN SOFTWAREØ ORCAFLEX : RENEWABLE ENERGY/SHIP/SPM MOORING SOFTWARE

§ Structural Analysis§ Structural Analysis

§ Vessel Mooring and Motion Analysis§ Vessel Mooring and Motion Analysis

- 7 -

Ø MAPIA : PIPELINE IN-SERVICE DESIGNØ OFFPIPE : PIPELINE LAYING ANALYSIS SOFTWAREØ AUTOPIPE XM : PIPING AND RISER ANALYSIS SOFTWAREØ MATERIAL SELECTION : CORROSION ASSESMENTØ PIPELAY/CLAY/QLAY/DCLAY/DQLAY : PIPELINE LAYING DYNAMIC SOFTWAREØ PIPELINE : WALL THICKNESS/STABILITY/EXPANSION/SPAN/BUCKLING SOFTWAREØ PIPESIM : 3 PHASE PROCESS MATERIAL BALANCE ANALYSIS ØCROSSING : PIPELINE CROSSING DESIGNØ ROUTE : PIPELINE ROUTE SIMULATION SOFTWAREØ DECAY : THERMAL DECAY LENGTH CALCULATION SOFTWAREØ ORCAFLEX : HOSE SYSTEM/RISER/PPELINE S/J LAY AND CABLE/UBRICAL LINE LAY SOFTWARE

Ø SHIPYARD CAPACITY SIMULATION COMPUTER SYSTEM(SYCS) : Shipyard Capacity Simulation SoftwareØ TRIBON 3M : SHIP / HULL / LINES AND PIPING / PIECE / NESTING / NDE DRAWINGSØ SHIP CONSTRCTER: SHIP / HULL / LINES AND PIPING / PIECE / NESTING / NDE DRAWINGSØ TRIBON : SHIP MODELING AND SHOP DWG SOFTWARE

§ Process for Plant / Subsea Pipeline Analysis§ Process for Plant / Subsea Pipeline Analysis

§ Others§ Others

- 8 -

- 9 -

- 10 -

• 정역학적 안정성 해석(Inplace Analysis)- 평상시 조건(1년 환경자료 이용)- 폭풍시 조건(50년 또는 100년 환경자료

이용)• 지진해석(Seismic Analysis)• 피로해석(fatigue Analysis)

• 선적해석(Loadout Analysis)• 운송해석(Transportation Analysis)• 진수해석(Launching Analysis)• 직립해석(Up-ending Analysis)• 인양해석(Lifting Analysis)

이어도(2003.6)

가거초(2009.10)

In-Service Analysis

Pre-Service AnalysisQATAR BLOCK

5/EPC-7

QATAR BLOCK 5 PACKAGE

- 11 -

•구조물 작동시 조건에 대하여 가장 위험한 하중조합 조건에 따른 정역학적 안정성 검토

•관 부재가 상호 연결되어 있는 부분에는 절점 천공 전단력에 대해서 검토 수행

•정수압 붕괴에 대한 검토와 파일의 강성에 대한 검토 수행

• 1차 고유주기가 3초 이상일 경우 환경외력에 동적증폭계수(DAF) 고려

설계반영• 강관에 부착하여 생식-파력 및 조류력 증대

• 부식방지를 위해 설치되는 Anode – 파력 및 조류력 증대

• Morison 방정식에 의한 파력계산

• 해양환경은 모든 방향에 대해서 작용하므로 설계 반영

• 비말대는 부식이 쉽게 발생함-부식두께 고려하여 설계

• 폭풍시 바람에 의한 수심 상승효과 설계 반영

• 폭풍시 상부데크에 월파방지-파정에서 최소 1.5m이상

설계시 고려항목• Marine Growth(해양수서생물) 고려

• 항력(CD) 및 관성력(CM) 계수 적용

• 적절한 파이론(Wave Theory) 선정

• 최소 8방향에 대한 환경하중 고려

• Splash Zone(비말대) 산정

• Storm Surge Effect 고려

• 천단고 산정(Air Gap 1.5m 고려)

- 12 -

• 바람, 파랑, 조류 등의 환경하중은 설계에 고려하지 않음• 파랑주기와의 공진현상을 피하기 위해 1차 고유주기가 3초 이내에 들도록 유도• 항만 설계기준 및 API RP 2A 에 따른 기능 및 붕괴수준에 대한 설계응답스펙트럼법 적용

• 설계 주요하중 : 사하중, 부속물 사하중, 활하중, 장비하중, 각 방향별 지진력• 신뢰성 있는 결과-유효모드 질량의 합이 전체구조질량의 90%이상 고려• 유체의 유동에 의한 부가질량(Added Mass)고려• 하중조합은 정적하중+동적하중으로 부재응력은 절점전단천공 검토• 지진가속도는 지진구역계수(I, II) X 위험도 계수(내진성능수준)으로 산정

- 13 -

• 피로수명은 불확실한 파자료, Hot Spot Stress값, 제작 및 설치작업 등 때문에 구조물내구년수 2배의 설계년수에 대하여 안전하도록 설계수행• 각 방향별 파고와 주기에 따른 발생빈도 계산 및 파이론 결정하여 설계수행• 일반적으로 피로손상(Fatigue Damage)은 다음과 같은 방법으로 계산한다.Ø 결정론적 방법(Deterministic Analysis) - 구조물의 고유주기가 3sec이하의 경우 사용Ø 스펙트럴 방법(Spectral Analysis) - 구조물의 고유주기가 3sec이상인 경우 사용(즉 해상상태에 존재하는 파랑에 의한 공진 발생 가능성이 큰 경우)

- 14 -

• 제작된 구조물을 해상설치장소로 운송하기 위해 운송선에 선적하는 과정• 구조물의 무게가 가벼워 크레인으로 가능한 경우 Lifting에 의한 방법• 구조물의 크기가 커 크레인 사용이 불가능한 경우 Transporter에 의한 방법• 구조물의 무게가 무거워 크레인이나 Transporter로 불가능한 경우 Side-Skidding에의한 방법

Transportation Method(가거초) Side-Skiding Method

- 15 -

• Noble Denton & Associate(NDA)기준에 따라 허용응력 33% 할증 적용• 구조물 자중, 풍력 그리고 운송선의 관성력을 합성하여 구조물 안전성 검토• 운송 경로, 운송 시기 등을 고려한 해상상태에 따른 설계 검토• 운송해석 결과에 따른 적절한 Sea-Fastening 설계

선적완료 운송전 Sea-Fastening 설치

(고정작업)

설치장소로 운송중

- 16 -

• 선적되어진 구조물을 바지(Launching Barge) 위에 설치한 Jack으로 밀고Winch로 잡아 당겨 Tilt Beam의 Pin 위치까지 옮긴 후 회전시켜 진수를 시키게된다. 이때 바지와 구조물 사이의 거동을 예측하기 위해 설계단계에서 수행하는해석방법을 말한다.

진수직전인 자켓

진수중인자켓

진수선과 자켓 이동량

자켓

진수선

- 17 -

Initial step 1 step 2 step 3 step 4

step 9step 8step 7step 6step 5

57.0

735

50.6

867

50.6

823

47.139

8

43.5

630

7.7462

4.4062 1.4666 1.4003 1.5648

5¡Æ

15¡Æ

15¡Æ

20¡Æ

23¡Æ

62¡Æ 69¡Æ

81¡Æ

87¡Æ 90¡Æ

• 구조물 밑면과 해저면사이 Mudline Clearance 3미터 이상 이격 유지• 각 스텝별 자켓 레그에 물을 채우면서 직립해석 수행(필요시 부력 탱크 설치)• 자켓은 비손상시 최소 10%이상, 손상시 5%이상의 여유부력을 보유하도록 설계반영• 자켓 복원을 위한 Roll Angle은 최대 ±6 ̊를 유지해야 함

- 18 -

• Noble Denton & Associate(NDA) 및 API기준에 의한 하중계수 적용• 슬링(Sling)의 각도는 수평면과 최소 60도 이상을 유지• 페다이(Padeyes) 설계시 안전율 2.0적용• 인양시스템(크레인, 페다이, 슬링 및 샤클)설계

해상 설치중

자켓 거치 완료 상부데크 거치중

- 19 -

Project DescriptionProject NameDate

PLATFORM FEED / BASIC / MTO DESIGN (Inplace / Dynamic / Fatigue/Tow / Float-Over/Lifting and SUBMARINE PIPELINE / RISER FEED / BASIC DESIGN (Design Specification, Insitu Stress Design, Laying Design) for HYUNDAI HEAVY INDUSTRIES CO., LTD.(HHI).)

BLOCK-5 PACKAGE 16, 17&18 PJT2006.08 – 2006.6.11

Detail Engineering and Transportation for Module-7EA and Pipe Rack – 5EA for HYUNDAI HEAVY INDUSTRIES

EGP-3 CHEVRON NIGERIA PROJECT2006.12 – 2007.03

MTO Design, In-place Design, Fatigue Design, Mooring Transportation, Heat radiation Simulation for Hochang Mechanical Ltd.

Burn-Boom (Tower) – Sea Drill/West E- Drill Project

2007.02 – 2008.03

Super-Lift, Load-out, Float-off Design and Block handling Design, Hull FEM Analysis, Buckling Analysis, Motion Analysis, Hydrodynamic Analysis, Float-Off, Transportation Detail Design for MMHE Malaysia

GUMUSUT KAKAP FPU PROJECT2006.08 – TILL DATE

MTO DESIGN, IN-SERVICE for INPLACE, FATIGUE, SEISMIC, BLASTING, PRE-SERVICE for LIFTING and, PILE DESIGN, TRANSPORTATION, INSTALLATION Design and PIPELINE / RISER 4”, 6’, 12”, 18”, 20” IN-SERVICE and PIPELAYING Detail Engineering for HHI

UMM SHAIF FIXED PLATFORM PJT2006.12 – 2008.02

FEED Engineering for DECK/JACKET and PIPELINE(105km) And Riser(12Nos)

B193A-Offshore Fixed Platform (ONGC) from Ramunia International Service Limited. 2008.02 – 2008.04

Design for Installation and Construction Engineering of North and South Module, Building Module including Sea Transportation and Vessel Motion and Mooring Design for SAMSUNG Heavy Industries inKorea

VASAI ONGC PLATFORM PJT 2008.02 – 2008.06

Offshore Production Platform Topside and Jacket Inplace and Dynamic Independent Analysis for HYUNDAI Heavy Industries Co., Ltd.

BONGOT PRODUCTION PLATFORM INDEPENDENT ANALYSIS AND DESIGN2009.10 – 2009.12

L/Q and Helideck Inplace and Dynamic Design for HHIDAEWOO MIYANMA OFFSHORE PLATFORM PROJECT

2009.12-2010.06

4-Shipment Vessel Motion and Route Study for Dong-Bang Co., Ltd. And Sung-gi Geotech Co., Ltd.

KEARL OIL SANDS PROJECT2009.11-2009.12

Shipment Vessel Motion and Green Water and Seafastening Design for Dong-Bang Co., Ltd. And Sung-gi Geotech Co., Ltd.

KEARL OIL SANDS PROJECT2010.01-2010.12

- 20 -

Project DescriptionProject NameDate

(Korea ocean research, institute, Korea)Eardo offshore measuring platform in JE JU Island2001.04 – 2001.11

(Construction Engineering such as Superlift and Loadout, Tow Anlalysis, Mooring Analysis engineering and Piping Analysis for HYUNDAI HEAVY INDUSTRIES.)

NA-KIKA FPU2001.01 – 2003.01

Well head platform, water injection platform, compressor modules, Flare platform and Accommodation platform design and Piping engineering for HYUNDAI HEAVY INDUSTRIES.

BLOCK-5/PACKAGE 4/5/6/7/8-MEARSK OIL QATAR2001.11 – 2002.7

Well head platform, water injection platform, compressor modules, Flare platform and Accommodation platform, Submarine Pipeline, Riser and J-tube In-place and Installation Detail design and engineering for HYUNDAI HEAVY INDUSTRIES.)

BLOCK-5/PACKAGE 4/5/6/7/8-MEARSK OIL QATAR2002.7 – 2003.1

HULL and TOPSIDE In-Service and Pre-Service Detail Design and Engineering/ Fixed Offshore Platform In-Service and Pre-Service Detail Design and Engineering/ Pipeline and Riser 16” and 20” Detail Design and Engineering for HYUNDAI HEAVY INDUSTRIES

KIZOMBA FPSO PROJECT2003.02 – 2003.5.20

(Basic design for Vibration of machinery, Equipment foundation, Flare Tower, Blasting analysis due to LRFD and Piping Analysis and Construction engineering for HYUNDAI HEAVY INDUSTRIES CO., LTD.)

NC41C Offshore Platform Project2003.1 – 2003.12

CONCEPTUAL DESIGN(Jacket Inplace / Fatigue / Seismic / Transportation / Construction Eng/Specification / Document Up-ending analysis, Cable Laying for KORDI)

ILYANG CHO/BACKRYEONG ISLAND OFFSHORE JACKET PJT2004.10 – 2004.12

DETAIL DESIGN(Jacket Inplace / Fatigue / Seismic / Transportation / Construction Eng/Specification / Document Up-ending analysis, Cable Laying for KORDI)

SEMAN-KUM/ILYANG CHO/BACKRYEONG ISLAND OFFSHORE JACKET PJT2005.08 – 2007.02

TOPSIDE BASIC / DETAIL DESIGN / HULL BASIC & DETAIL (FE Analysis, Buckling and Mooring Analysis of Hull, Topside In-place / Damage / Tow / Lifting / Motion Spectral Fatigue / Wind SpectralFatigue) and FLEXIBLE PIPELINE / RISER Detail Engineering for HYUNDAI HEAVY INDUSTRIES(HHI).

MOHO BILONDO FPSO PJT2006.01 – 2006.08

- 21 -

- 22 -

Steel monopile16-22Siemes, 3.6MW882009Sheringham Shoal, UK

Jacket25-50REpower, 5MW1842006Beatrice/UK

Steel monopile5Vestas, 3MW302005Kentish Flats, UK

Steel monopile6-10Siemens, 3.6MW,252005Burbo bank, UK

Steel monopile21-23GE, 3.6MW302005Barrow, UK

Steel monopilemax. 21Vestas, 2MW202004Scroby Sands, UK

Steel monopile10-15Vestas, 2MW302003North Hoyle, UK

Steel monopile5GE, 3.6MW72003Arklow Bank, Ireland

Concrete gravity6-10Bonus 2.3MW722003Nysted, Denmark

Steel monopile6-14Vestas, 2MW802002Horn Rev, Denmark

Concrete gravity2-6Bouns, 2MW202001Middelgrunden, Denmark

Steel monopile7.5Vestas, 1.8 & 2MW22000Blyth, UK

Steel monopile7.2-10Enron Wind, 1.5MW72000Utgrunden, Sweden

Steel monopile6Wind World, 500kW51998Bockstigen, Sweden

Steel monopile5Nordtank, 600kW281997Dronten, Netherlands

Concrete gravity3-5Vestas, 500kW101995Tunø Knob, Denmark

Steel monopile5-10Nedwind, 500kW41994Lely, Netherlands

Concrete gravity2.5-5Bonus, 450kW111991Vindeby, Denmark

Foundation TypeWaterDepth (m)

Turbine& Rating

No. ofTurbineInstalledLocation

- 23 -

PowerProduction

7Case 4Case 3Case 2Case 1Case

8Case 4Case 3Case

+

EmergencyShutdown

Parked(Standing still

or idling)

Parked& fault

Conditions

Transport,Assembly,

Maintenance

PowerProduction

+ Occurrenceof fault

Start UpNormal

Shutdown

• 상부 블레이드 공력하중 32Case + 해상환경조건• IEC 61400-1 & DNV-OS-J101 & API-RP 2A기준 적용

해상환경조건

• 1, 50year, Max. Water Level• 1, 50year Current• 1, 50year Wave• 1, 50year Wind

- 24 -

design variables

Wind Turbine

variables

Blade, Tower design

Load calculations

Review of Blade, Tower design

Mechanism design

Load calculations

Review of Mechanism design

Machine parts design

Documentation

Design certification

O.K

O.K

N.G

N.G

- 25 -

Review of Foundation

Installation Location

Land

OffshoreWater Depth

Jacket Type

Design

Gravity Type

Design

Load Calculation

Review of structure

Load Calculation

Review of structure

Foundation design

Load Calculation Construction

Construction

O.K

O.K

O.K

N.G

N.G

N.G

- 26 -

- 27 -

• 풍력시스템을 지반에 고정하지 않고 해상에 띄우는 해상풍력 발전시스템• 풍력발전기와 부유체, 앵커시스템 및 계류라인으로 구성• 일반적으로 수심 30~900m의 해상에 설치 가능

Spar-Buoy Tension Leg Platform Barge Type

Spar Buoy TypeSpar Buoy Type

- 28 -

• 북극에 설치되는 해상풍력 및 해양구조물의 중요한 외력중 하나는 ICE LOAD이며, 이로 인한 구조물의 붕괴등 여러가지 현상이 발생한다.

• 따라서 북극에 설치 되는 구조물은 빙하중을 고려하여 설계되어야 하며, 피로해석에서도 풍하중과 함께 중첩시켜 구조물의 피로년수를 산정 하여야 한다.

- 29 -

Project DescriptionProject NameDate

Basic and FEED Engineering for Jacket and topside inplace, seismic, fatigue, installation Basic Design for Han-A eng and KORDIULDLMOK CURRENT POWER PLANT2002.7 – 2003.2

Offshore Tower Platform for Wind Power In-place and Seismic, Vibration and Fatigue Basic Design for YOOSHIN CO.OFFSHORE WIND POWER STATION PROJECT2008.08-2008.12

Inplace Design/Fatigue Design/Blade Design/Installation DesignWind Power Plant in Offshore2009.01 – 2009.04

Jacket type / Mono-pile Type / TLF(Tension Leg Floater) Type Inplace / Seismic / Fatigue / Foundation

OFFSHORE WIND POWER R&D PROJECT2009.10 – Till date

Floater Type Inplace / Fatigue / Foundation Feasibility Study OFFSHORE WAVE AND FLOATING SOLAR POWER R&D PROJECT

2009.10 – Till date

Jacket Type Gravity Type

- 30 -

Inplace stress analysisInplace stress analysis

Expansion analysisExpansion analysis

On-bottom stabilityOn-bottom stability Free Span AssessmentFree Span Assessment

Buckling analysis : Upheaval & LateralBuckling analysis : Upheaval & Lateral

Corrosion Protection : Internal & ExternalCorrosion Protection : Internal & External

- 31 -Pipeline Laying DesignPipeline Laying Design Single Buoy Mooring DesignSingle Buoy Mooring Design

Project DescriptionProject NameDate

Submarine Pipeline and Riser 36” x 0.75”-8.0Km, FEED Engineering for MTO Design, Design Specification, Insitu Stress, Laying Design, Existing pipeline demolish simulation for Hyundai Construction and Engineering

Colombo Port Expansion Project, Sri Lanka2007.02 – 2007.04

Submarine Pipeline and Riser 36” x 0.75”-6.0Km, Detail Engineering(In-service, Installation and Material Specification) for Hyundai Construction and Engineering

Colombo Port Expansion Project, Sri Lanka2008.06 – TILL DATE

36” x 0.75”-6.0Km -Pipeline Laying Analysis and Installation/Construction Procedure, Lay-Barge Equipment Foundation Detail Design and Drawings, Lay-Barge Mooring Design and Drawings

Colombo Port Expansion Project, Sri Lanka2009.05 – Till date

TECHNICAL PROPOSAL FOR BIDDERCNOOC 16” SUBSEA PIPELINE INSTALLATION PROJECT2009.03 – 2009.04

406φ X 16WT-20.0Km -Pipeline Laying Analysis and Installation/Construction Procedure, Lay-Barge Equipment Foundation Detail Design and Drawings, Lay-Barge Mooring Design and Drawings

NAN-GI DO PE SUBSEA PIPELINE DESIGN PROJECT2009.03 – 2009.08

SPM Mooring Analysis and Buoy DesignColombo Port Expansion Project, Sri Lanka2010.02-2010.02

- 32 -

육상 LNG 터미널 해상 LNG 터미널

정의 : LNG FSRU는 해상상태가 비교적 온화한 해상에 계류되어있는 구조로해상에서 LNG 운반선(LNGC)으로부터 LNG를 하역 받아 저장하고 재기화하는기능을 가진 해상 LNG터미널의 한 개념

FSRU : Floating Storage and Regasification Unit

- 33 -

장점• 해안환경 영향 없음• 높은 수준의 안전성 확보• 저렴한 유지비• 40년 설계수명

Onshore

Offshore

• 설치지역 건설공해 방지• 설비투자비용(CAPEX)절약• 부동산 구매비용 최소화• Pipelines, cables 을 기존 인프라와 최적위치에서 연결 가능

- 34 -

Shipping Shipping

LNG RV (Shipping + Re-Gasification)

LNG C (Shipping)

ReRe--gasification gasification

FSRU (Re-gasification)

Onshore Re-gasification

Production Production

LNG FPSO (Production + Liquefaction)

Platform (Production) Liquefaction

- 35 -

• LNG 액체상태로 저장시키고 재기화(Re-gasification)하여 육지로 공급• 육상 항만/터미널 건설 관련 제반 절차 간소화• 항구시설, 부지, 환경, 안전에 대한 인프라가 필요 없고 경제적• NIMBY해소, 공기단축, 경비절감

- 36 -

• 선체구조물[FSRU본체] • 계류시스템• LNGC의 접·이안 구조물• LNG 적·하역 시스템

• LNG 재기화 플랜트• 모니터링 및 제어시스템• 거주구역 등

FSRU

LNGC

Top-sidePlant

Offloading System

Mooring System

- 37 -

SPM tower mooring Disconnectable Riser Turret Mooring

SBM의 Conventional Buoy Mooring

Submerged Turret Loading Mooring

- 38 -

- 39 -

ORV(OPEN RACK VAPORIAER)

SCV(SUBMERGED COMBUSTION VAPORIZER)

• Open Loop : 해수를 펌핑하여 열 교환기를 이용하여 LNG를 재기화하고 해수를 다시 유출시키는 방법• Closed Loop : 해수를 버리지 않은 방법으로 환경규제 때문에 Closed Loop 많이 사용

- 40 -

․ 원격조작기기(ROV) 모니터링․ 계류 장력 모니터링․ SPM 모니터링․ 환경 모니터링․ 선체 모니터링(수중)․ CCTV 모니터링․ Touchdown zone 모니터링․ 라이저 및 앵커체인 모니터링

․ 선체 모니터링․ Single Buoy 모니터링․ 환경 모니터링․ 위치 모니터링․ 가속도 모니터링․ CCTV 모니터링․ 비상사태 모니터링․ 슬로싱 압력

요소

수중 부분Top-side 부분구 분

유동측정장치

- 41 -

탱크 내부에서 발생하는 슬로싱 충격하중으로 인한 탱크내부 구조의 손상

NO96 탱크 및 단열구조

Mark III 탱크 및 단열구조

- 42 -

1) Site Soil and Environmental Investigation2) Material Selection3) Material Balance Analysis4) P&ID and Process Layout and Design5) Structure Layout6) LNG Storage and FSRU LNG Containment Design7) Hull Scantling Design8) LNG FSRU Motion and Hydrodynamic and FE Analysis9) Plate Buckling Design10) Sloshing Analysis11) Fatigue Design for LNG FSRU12) Blasting Analysis13) Noise and Vibration Design due to Generator14) Turret Mooring and Design for FSRU15) Offloading System Design16) Flexible Riser Design for FSRU17) Subsea Pipeline In-place Design18) Offshore-Onshore Pipeline Installation Design19) In-place Design for Onshore Receiving Station20) Onshore Receiving Station Foundation Design21) Seismic Design for Receiving Station22) Miscellaneous Design23) Piping Stress Design24) Specifications25) Bill of Material

- 43 -

- 44 -

REGASIFICATION PLANT(1)

ACCOMMODATIONS

MOORING LINE

RISER

LNG CONTAINMENT

STEERABLETHRUSTER

NOTE : 1. THE LNG SHIP IS 50,000 DWT VESSEL. (REFER TO PORT AND FISHING PORT SPECIFICATION 50,000 DWT TANKER)

LENGTH : 211.0 MBREATH : 32.3 MDRAFT : 12.6 M

2. THIS DRAWING IS NON-SCALE. 3. THE LIQUEFIED LNG DENSITY : 471 KG/M3

TURRET

TURRET DETAIL

GAS PIPELINE

BOLIVIA LNG TERMINAL PROJECT

LNG FSRU Schemetic Drawing

- 45 -

- 46 -

- 47 -

- 48 -

BOLIVIA LNG TERMINAL PROJECT

Regasification ProcessFor LNG FSRU (5,000MT/DAY)

001-SHIP LNG DISCH

REGASIFICATION PROCESS PLANT

002-TANK Boil Off Gas

003-TANK PUMP DISCH

028-BOG COMPRESSOR SUCTION

033-BOG TO VENT

033-BOG TO VENT

004-COND VESS LNG BYPASS

005-LNG TO COND VESS

006-BOG COND

FLARE

V-201 LIQUIDCOLLECTIONSURGE DRUM

C-170A BOG

COMPRESSOR

LNG

MANIFOLDDRAIN

2,500

BARGELNGDWT

50,000 MT

FSRULNG

T-151 LNG

TANKSTORAGE P-151A LNG IN TANK

027-SHIPVAPOR

027-SHIP RETURN

DISCHARGEBLOWER

C-151A/BPUMP

025-SHIP RETURNBLOWER SUCTION

RETURN

007-HP PUMP SUCT

P-161A~ELNGSENDOUT PUMP

E-171BOG/LNGEXCHANGER

M-0202A

OPEN RACK

LNGVAPORIZER

WATER IN

040-SEA

041-SEAWATER OUT

018-HP NG

TO FUEL

017-GAS TO PIPELINES

016-ORV NG OUT

042-SEA WATERRETURN SUCT/043-DISCH

015-ORV LNG INTAKE

014-COMBINED

012-LNG FROM BOG EXCH

008-HP PUMP DISCHLNG TO VAPS

009-LNG TO BOGEXCH

029-BOG COMP DISCH

GAS

SYSTEM

010-CONDENSED BOG

030-BOG TO FUEL

031-BOG TOBOG EXCH

013-LNG BOG COND BYPASS

VESSEL LIQ

1

Steam

Condensate

STEAM HEATER

VAPORIZER

SEAWATEROUTLET

31

26

32

43

5142

41

23

22

3162

45

46 52

44

21

LNG NG

SEAWATERINLET

SUBMERGED HEATEXCHANGER(S)

DETAIL DIAGRAM FOR E-171 BOG/LNG EXCHANGER 1

- 49 -

- 50 -

- 51 -

- 52 -

- 53 -

- 54 -

- 55 -

- 56 -

Process Design / Onshore Receiving Station / Pressure Regulating Station / Pipeline / 130000m3-FSRU Process, Hull, Containment / Riser / SPM FEED Design

JAMAICA Floating LNG Terminal Turnkey Project2010.02 – 2010.04

Project DescriptionProject NameDate

Re-New LNG STORAGE TANK TERMINAL SAFETY ANALYSIS AND REINFORCEMENT DESIGN, MTO Design, JETTY In place Design, FatigueDesign, Seismic Design, Mooring Design, Pile Design, Transportation, Installation Design for DEAWOO ENG’G

Pyeong-Tek and Incheon LNG STORAGE TANK TERMINAL and Berthing Port reinforcement Project2006.12 – 2007.03

- NEW-LARGE Floating Hybrid Concrete Structure Elasto Plastic FE Analysis and Mooring System Development - NEW-OFFSHORE Wind Power Plant Development- CNG-Ship Development PROJECT

NEW HYBRID CONCRETE-LNG FSRU/GRAND HULL AND TOPSIDE CONSTRUCTABILITY/OFFSHORE WIND POWER STATION/NEW HYNRID CONCRETE GRAND FLOATING HULL /CNG SHIP DEVELOPMENT PJT

2009.01 – 2009.07

Feed and Basic Design for Onshore Plant/LNG Barge/LNG FSRU for YPFB, Bolivia

LNG Onshore Plant/LNG Barge/LNG FSRU(50,000MT)2010.04-Still date

- 57 -

Visiting address for ZENTECH ENGNEERING6 Fl. Chung-Am Bldg. 834-46 Yeoksam-Dong, Gangnam-GU, Seoul #135-080, KoreaPhone: 82-2-556-0781~2 email : bychoi@zentechpe.co.kr (Seoul)Fax: 82-2-556-0796 : knam@zentechpe.co.kr (Johor,Malaysia)

Key personnel : B.Y. CHOI (C.E.O-Seoul): K. H. NAM (Johor)