25+ YEARS OF EXPERIENCE. NIRAS OFFSHORE WIND 25+ years of experience
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1 25+ YEARS OF EXPERIENCE NIRAS OFFSHORE WIND 25+ years of experience 2016 NIRAS
2 An international consultant with Scandinavian roots 2,100 PROFESSIONALS 60 YEARS OF SERVICE 120 COUNTRIES 30 INTERNATIONAL OFFICES 10,000 PROJECTS ANNUALLY
3 NIRAS Worldwide Strategic Focus Areas
4 NIRAS Worldwide LARGE SCALE INFRASTRUCTURE VEJLE MARINA BORSSELE Conceptual design for offshore wind THE CITY S BRIDGE ODENSE TAIWAN Offshore jacket conceptual design RIKSVEG 4 Tender material for turnkey contract RINGSTED-FEMERN LANE New infrastructure that connects Scandinavia with Europe
5 NIRAS Worldwide BUILDING NEW UNIVERSITY HOSPITAL IN SKEJBY BUSINESS ACADEMY LILLEBÆLT FALKONER CENTRET Building advisor in one of the capital's most distinctive hotel and conference properties. AARHUS/DOKK1 Client consulting CARLSBERG BYEN New green neighbourhood in the middle of the capital. AXEL TOWER
6 NIRAS Worldwide PROCESS INDUSTRY HALDOR TOPSØE Catalyst plant, phase 2, Tianjin China HALDOR TOPSØE, P6 Pipe design SCION DTU FMC European Innovation Center GREENFIELD BREWERY Moving from central area to industrial area SÆBY FISKE- INDUSTRI A/S New mackerel factory BREWERY IN INDOCHINA New production structure
7 NIRAS Worldwide ENVIRONMENT, WATER & ENERGY EU FRAME AGREEMENTS E.g. identification and formulation of food security and nutrition support in Chad. EXAMINATION OF THREE AIRPORT PROJECTS IN GREENLAND WASTE WATER TREATMENT IN MACEDONIA More than 240,000 Macedonians benefits from investments in wastewater treatment plants. FREDERIKSBJERG SCHOOL AARHUS LOLLAND MUNICIPALITY Heating plan NEW VEJLE FJORD CONNECTION Environmental impact assessment
8 NIRAS Worldwide ENVIRONMENT, WATER & ENERGY AYEYARWADY INTEGRATED RIVER IN MYANMAR Basin management PURIFICATION CENTER Energy optimization SHIRE RIVER BASIN Institutional planning and DSS support WATERWORKS OF THE FUTURE Client consulting GØDVAD ENGE Climate protection GLOSTRUP WATER UTILITIES Asset management
9 Our Experience NIRAS Offshore Wind +25 years of experience in offshore wind Experts in the design, consenting and construction of offshore wind farms More than 20 GW of project experience More than 70 experts based in Copenhagen, Cambridge, London, Aarhus and Glasgow
10 NIRAS TAIWAN LIMITED
11 Our Taiwanese Experience Contracts: ICP Program: Offshore Wind Farm Development Technology Transfer PJ. ( ) ITRI The UK approach ( ) Fuhai Wind Farm Corporation COPP Owners Engineer ( ) Fuhai Windfarm Corporation - Detailed foundation design (Jacket) (2015 -) BOE, ITRI, Danish government Layout of Taichung port for OWF ( ) SOIC Review of selected work (2015-) Taipower Joint venture agreement with Sinotech on Technical Consultancy including Site investigation, Basic design, Tender documents, Supervision (2016-) International developers, Taiwanese market and site investigation (2016) International developer, Taiwanese market and site investigation (2017) International developer, Regulatory review for O&M and HSE (2017) Other significant achievements: Formation of NIRAS Taiwan 2016, 5 employees October 2017 Framework agreement CSC Local private TSO, Feasibility study for grid connection at Changhua (2017) 2016
12 Foundation Substructure Topside structure Owner s Engineer Offshore Wind Farm Project Development De-risking parameter: WORK PACKAGE INTEGRATION in PROJECT DEVELOPMENT WTG SUBSTATION OFFSHORE EXPORT POWER CABLE SUBSTATION ONSHORE OPERATIONAL FACILITIES Foundations and seabed Interarray cables Export cable (sea/land) HAT LAT Subsea section Onshore section Substation offshore HV and LV equipment Auxiliary equipment Structural works Substation onshore 12
13 Front End Engineering and Detailed Design Offshore wind turbine foundations: Structural design and engineering De-risking parameter: SUPPORT STRUCTURES Load calculation procedure with turbine manufacturer Analysis of fatigue, ultimate, service and accidental cases Grout analysis Corrosion protection Load out and sea fastening Transportation and installation 13
14 FEE/Detailed Design Offshore wind turbine foundations: Computational Fluid Dynamics (CFD) De-risking parameter: WAVE ACTION Non-linear extreme waves: recent experiences from offshore projects have highlighted that regular waves are not sufficient; Formulas to describe wave run-up exist for monopiles, but not available for more complex structures; Wave run-up and slamming Wave slamming or breaking waves occur more often than previously assumed. For a sea state with 2000 waves 2-3 of them will break and these might not be the largest ones; 14
15 FEE/Detailed Design Offshore wind turbine foundations: Extreme events Calibrated wind speed and direction De-risking parameter: TYPHOON Optimal foundation design: Use of relevant metocean parameters from consecutive time series Using calibrated numerical models, gaps in time-space can be closed to a relative high level of confidence. An example of metocean data simulated for the typhoon Dujuan passing Taiwan in September 2015 calibrated against wind speed and direction, Fuhai. For this event it is observed that wind and waves are correlated but that the water level peaks 4 hours later. 15
16 FEE/Detailed Design Offshore wind turbine foundations: Extreme events De-risking parameter: EARTHQUAKES Optimal structural design for seismic areas where design checks are adapted to local design codes Acceleration time histories Frequency domain with mode combination Yield and stability check of all members Integrated load analysis with: Seismic loads and wind turbine emergency shutdown loads 16
17 Front End Engineering and Detailed Design Offshore wind turbine foundations: Hydraulic engineering De-risking parameter: SEABED MORPHOLOGY Seabed mobility Scour assessment Metocean study Availability study Hydrodynamic load on foundation Integrated Load Analysis / calculation procedure in co-operation with the wind turbine manufacturer 17
18 Ports and Harbours Due diligence, planning and implementation De-risking parameter: LOGISTICS Design Review of existing ports or harbours Condition Surveys of existing construction elements, strength and residual lifetime Hydraulic Evaluation: bathymetry and wave agitation for a given setup such as operational vessel requirements Geophysical Surveys: Sedimentation analysis, erosion / accretion, proposal and cost estimates for remedial operations such as dredging etc. Geotechnical Assessment in connection with bottom stability and quay strengthning Rehabilitation / Upgrading Proposals as a synthesis of above mentioned studies 18
19 Marine, Aviation and Personnel Safety Planning, procurement and implementation in T&I and O&M De-risking parameter: T&I and O&M Marine, aviation and personnel safety co-ordination according to statutory and internal requirements: Design, planning, procurement, contracting, implementation and readiness Ready for operations prior to EPCI contract kick off Source: Fiberline Composites 19
20 Manufacturing, Transport & Installation Plan, implement and audit De-risking parameter: MANUFACTURING, T&I and O&M Fabrication of key components: audit and mitigation actions Installation plans, assembly and load out Client Representative on board in critical stages of installation e.g. subsea cables Construction Management services 20
21 Manufacturing, Transport & Installation Plan, implement and audit De-risking parameter: CONSTRUCTION SITE Safety, Health, Environment and Quality management Installation plans Assembly and load out Contract management and controlling Logistics management, onshore and offshore Integration management Source: Siemens 21
22 Permitting & Environmental Management Permitting & Environmental Management Chinese white dolphin Black-faced spoonbill De-risking parameter: STATUTORY COMPLIANCE Early assessment of environmental issues and consideration Knowing and understanding the implications Experiences with environmental management and options for mitigations Early engagement with the authorities Early analyses of stakeholders Early dialogue with stakeholders Fishing activities 22
23 NIRAS Your experienced offshore consultant
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