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A part of BMT in Energy and Environment
Foundations and Moorings for Tidal Stream Systems
Client: The Carbon Trust
Report no.: L.CAR.002W
Date: September 2009
Confidential
Foundations and Moorings for Tidal Stream Systems
The Carbon Trust
BMT Cordah Limited 1 September 2009
Report Title Foundations and Moorings for Tidal Stream Systems
Client The Carbon Trust
BMT Cordah Report No: L.CAR.002W
Status and Version: Public draft
Date of Release: September 2009 (Print Date Monday, 21 September 2009 at 12:39 PM)
Terms:
Name Signature Date
Authors
Michael Starling
Alex Scott
21st September 2009
Approved by Richard Parkinson
BMT Cordah Limited,
4th Floor,
Holland House,
1 4 Bury Street,
London
EC3A 5AW
Tel. +44 (0)20 7015 0300
Fax +44 (0)20 7015 0344
Email: [email protected]
Website: www.bmtrenewables.com
Foundations and Moorings for Tidal Stream Systems
The Carbon Trust
BMT Cordah Limited 2 September 2009
Document log
Version Date Summary of changes Author
Pre-issue 14th October 2008 Skeleton Michael Starling
01 4th December 2008 First Issue Michael Starling
02 2nd January 2009 Second issue following review meeting on 4th December 2008
Michael Starling
03 8th June 2009 Third issue following contract extension
Michael Starling
03a 24th July 2009 Update with responses to Entech comments
Michael Starling
Public Draft
21st September 2009 Edited to be basis of the carbon trust public version of the report
Michael Starling
Foundations and Moorings for Tidal Stream Systems
The Carbon Trust
BMT Cordah Limited 3 September 2009
CONTENTS 1 INTRODUCTION..................................................................................................................8
1.1 About the Report 8
1.2 Overview of the Report 8
2 OVERVIEW OF TIDAL STREAM DEVICES ....................................................................10
2.1 Sources of Information 10
2.2 Characteristics that affect the Foundations and Moorings 10
2.3 Tidal Stream Devices 10
2.4 Conclusions on Tidal Stream Devices 15
3 OVERVIEW OF TYPICAL TIDAL STREAM DEVICE LOCATIONS ..............................16
3.1 Relative Difficulty of Locations 16
3.2 Selection of Environmental Parameters that Drive Difficulty 16
3.3 Classification System for Environmental Parameters 18
3.4 Relative Importance of Environmental Parameters 22
3.5 Selection of Favoured Locations 23
3.6 Classification of the Favoured Locations 24
3.7 Relative Difficulty of Favoured Locations 27
3.8 Conclusions on Location Difficulty 28
4 FOUNDATIONS AND MOORING REQUIREMENT SPECIFICATION ...........................31
4.1 Success Criteria 31
4.2 Life 31
4.3 Loadings 32
4.4 Installation 34
4.5 Operations and Maintenance 34
4.6 Conclusions on Requirement Specification 35
5 REVIEW OF FOUNDATION AND MOORING METHODS ..............................................36
5.1 Characteristics that affect the suitability of a Foundation or Mooring 36
5.2 Potential Foundations and Moorings 36
5.3 Further Information on Foundation Types 40
5.4 Further Information on Moorings Types 44
5.5 Maintenance of Foundations and Moorings 47
5.6 Conclusions on Foundation and Mooring Methods 49
6 INDICATIVE INSTALLATION COSTS .............................................................................51
6.1 General 51
6.2 Cost Bands 52
6.3 Installation Vessel Costs 53
Foundations and Moorings for Tidal Stream Systems
The Carbon Trust
BMT Cordah Limited 4 September 2009
6.4 Base Case Costs 56
6.5 Commentary on the Cost Adjustment Factors 59
6.6 Conclusions on Installation Costs 61
7 COMPARATIVE COSTS OF FOUNDATION AND MOORINGS INSTALLATION .........63
7.1 Basis of the Costing 63
7.2 Summary of the Findings 63
7.3 Limitations of the Cost Modelling 65
8 CONCLUSIONS.................................................................................................................66
8.1 Integration of Foundation Design with Device Design 66
8.2 Foundation Design - Need to use tried and tested designs 66
8.3 Mooring Design - Need to demonstrate feasibility 66
8.4 Installation of Single Devices and Series Installation 66
8.5 Installation Vessels - Need to investigate the ideal vessels 67
8.6 Maintainability - Need to design for ease of maintainability 67
9 RECOMMENDED ARRAS FOR FURTHER RESEARCH ...............................................68
9.1 Suggested Research to Reduce Risk 68
9.2 Suggested Research to Investigate Opportunities 69
9.3 Research Programme Participants 70
10 OBSTACLES ON THE ROUTE TO MARKET .................................................................71
10.1 Routes to Market Template 71
10.2 Conclusions and Directed Research 71
11 ANNEX A - SCOPE AND PURPOSE OF A REQUIREMENT SPECIFICATION............74
11.1 Phases of Development 74
11.2 Phases of an Installation 75
11.3 Installation Cost Drivers 76
11.4 Phases of Operation 76
11.5 Factors Affecting Operations 77
12 ANNEX B - EXAMPLE ENVIRONMENT IN THE PENTLAND FIRTH ............................78
12.1 Difficulty of the Location 78
12.2 Geology of the Location 81
12.3 Ecology and Marine Life at the Location 82
12.4 Marine Growth On Foundations and Moorings 84
12.5 Anti-Fouling Solutions 89
12.6 Tidal Current Converter 90
13 ANNEX C ADDITIONAL INFORMATION ON COST MODELLING.............................91
13.1 Cost Variability 91
13.2 Technical Parameters used in the Cost Model 92
Foundations and Moorings for Tidal Stream Systems
The Carbon Trust
BMT Cordah Limited 5 September 2009
13.3 Technical Parameters used in the Cost Model 93
TABLES
Table 1 Tidal Devices and their Moorings 14
Table 2 Tidal Currents - Classification of Tidal Speed 18
Table 3 Tidal Currents - Classification of Flow Conditions 18
Table 4 Tidal Currents - Classification of Variation Across Site 18
Table 5 Tidal Currents - Classification of Data Uncertainty 19
Table 6 Water Depths - Classification of Depth at Lowest Astronomical Tide 19
Table 7 Water Depths - Classification of Tidal Range 19
Table 8 Weather Exposure - Classification of Survivability Extremes 20
Table 9 Weather Exposure - Classification of Wave and Wind Windows for Installation 20
Table 10 Bathymetry - Classification of Seabed 21
Table 11 Bathymetry - Classification of Marine Hazards 21
Table 12 Relative Importance of Classifications 22
Table 13 Classification of Favoured Locations 26
Table 14 Relative Difficulty of Favoured Locations 27
Table 15 Potential Foundations for Tidal Stream Devices 38
Table 16 Potential Moorings for Tidal Stream Devices 39
Table 17 Installation Cost Bands - Lump Sum Base Costs 52
Table 18 Installation Cost Bands - Day Rate Base Costs 52
Table 19 Installation Cost Bands - Cost Adjustment Factors 52
Table 20 Installation Vessels and their Costs 55
Table 21 Indicative Bases Costs and Cost Adjustment Factors of Installing a Foundation 58
Foundations and Moorings for Tidal Stream Systems
The Carbon Trust
BMT Cordah Limited 6 September 2009
Table 22 Technology Route to Market 72
Table 23 Project Route to Market 73
Table 24 Density of Marine Growth 85
Table 25 Tidal Current Converter (m/s knots) 90
FIGURES
Figure 1 Normalised Installation Costs 64
Figure 2 Technology Route to Market 71
Figure 3 Project Route to Market 71
Figure 4 Circling in on a Design Solution 74
Figure 5 Phases of a Marine Development 75
Figure 6 Phases of a Marine Installation 75
Figure 7 Installation Cost Drivers 76
Figure 8 Phases of Marine Operations 76
Figure 9 Operations Cost Drivers 77
Figure 10 Tidal Currents Cycles in the Pentland Firth 78
Figure 11 Tidal Currents Cycles in the Pentland Firth - Spring Tide 79
Figure 12 Tidal Currents Cycles in the Pentland Firth - Neap Tide 79
Figure 13 Normalised Installation Cost Variability - Foundations 91
Figure 14 Normalised Installation Cost Variability - Moorings 91
Figure 15 Technical Parameters - Foundations 92
Figure 16 Technical Parameters - Moorings 92
Figure 17 Cost Parameters - Foundations 93
Figure 18 Cost Parameters - Moorings 93
Foundations and Moorings for Tidal Stream Systems
The Carbon Trust
BMT Cordah Limited 7 September 2009
MAPS
Map 1 Map of Favoured Locations 23
Foundations and Moorings for Tidal Stream Systems
The Carbon Trust
BMT Cordah Limited 8 September 2009
1 INTRODUCTION
1.1 About the Report
The tidal stream energy system developers share a common challenge. Each device needs
to be held on station in a tidal flow in a practical and cost-effective way. The foundations or
mooring systems required can form a significant part of the life-cycle cost of the system
since they contribute to the capital cost and the ease of