Marine Renewables Industry Association. Marine Renewables Industry: Requirements for Oceanographic Measurements, Data Processing and Modelling

Similar documents
GNSS Technology for the Determination of Real-Time Tidal Information

THE CHALLENGES OF A LARGE-AREA BATHYMETRIC SURVEY

MIKE Release General product news for Marine software products, tools & features. Nov 2018

AGGREGATE DREDGING AND THE MARINE ENVIRONMENT

DUKC Chart Overlay. Presentation to IHO TWL and DQ Working Groups Wollongong, March 2014

1 st Tidal and Water Level Working Group Meeting DHN, Niteroi, Brazil 31/03/09 02/04/09 Vertical Offshore Reference Framework (VORF) Chris Jones

Characterizing Ireland s wave energy resource

INTRODUCTION TO COASTAL ENGINEERING

HYDROGRAPHIC AND SITE SURVEY REPORT

South Bay Coastal Ocean Observing System California Clean Beaches Initiative

Evaluation of June 9, 2014 Federal Emergency Management Agency Flood Insurance Study for Town of Weymouth, Norfolk, Co, MA

Scottish Hydro Electric Power Distribution Operation, Inspection, Maintenance and Decommissioning Strategy Bute Cumbrae Cable Replacement

Offshore Wind Energy Stringent quality assurance and quality control. Coastal and Freshwater Fast responding and flexible organisation

CMS Modeling of the North Coast of Puerto Rico

Beach Wizard: Development of an Operational Nowcast, Short-Term Forecast System for Nearshore Hydrodynamics and Bathymetric Evolution

WAVE FORECASTING FOR OFFSHORE WIND FARMS

Paper for Consideration by HSSC8 Development of an Additional Bathymetry Layer standard based on S-57/S-52

Design and Planning Considerations For a Seabed Survey

FishRamp Irish Sea VMS

NEED FOR SUPPLEMENTAL BATHYMETRIC SURVEY DATA COLLECTION

DUXBURY WAVE MODELING STUDY

Project Context. Legend. Jacky. Project Boundary. Fixed Platform/Structure Existing Demonstrator Turbine. Scottish Territorial Waters Boundary

Appendix D: SWAN Wave Modelling

Wave energy converter effects on wave and sediment circulation

Coastal Sediment Transport Modeling Ocean Beach & San Francisco Bight, CA

3 Maps and Charts In order to navigate we need to use some form of map. The two choices are nautical charts, or land maps.

US Navy Wave Energy Test Site. Kaneohe, HI

17. High Resolution Application of the Technology Development Index (TDI) in State Waters. South of Block Island

Uncertainty Estimates in Satellite Derived Bathymetry

HURRICANE SANDY LIMITED REEVALUATION REPORT UNION BEACH, NEW JERSEY DRAFT ENGINEERING APPENDIX SUB APPENDIX D SBEACH MODELING

Sontek RiverSurveyor Test Plan Prepared by David S. Mueller, OSW February 20, 2004

ESB Ocean Energy Projects

Assessing Tidal Flood Risk in Ireland: Modelling, Mapping & Forecasting Coastal and Tidal Flood Risk for Irish APSFRs

14/10/2013' Bathymetric Survey. egm502 seafloor mapping

InVEST model demo: Renewable Energy (Wave Energy) Gregg Verutes

Directional Wave Spectra from Video Images Data and SWAN Model. Keywords: Directional wave spectra; SWAN; video images; pixels

Carbon Trust Offshore Wind Accelerator. OWA floating LiDAR campaign: Babcock trial at Gwynt Y Môr Copenhagen, 11 March 2015 Megan Smith

ICES Guidelines for Multibeam Echosounder Data (Compiled September 2006)

BEFORE THE ENVIRONMENTAL PROTECTION AUTHORITY. of an Application under Section 38 of the Act for Marine Consents by Trans-Tasman Resources Limited

Task 16: Impact on Lummi Cultural Properties

Modern and Ancient Tides

HELCOM Submerged and The Nairobi International Convention. HELCOM Submerged Expert Group meeting in Bonn, Germany, 22 nd of April 2015

ASX Announcement. 27 February 2018 CETO Wave Energy Update

BUYER S GUIDE AQUAlogger 530WTD

Available online at ScienceDirect. Procedia Engineering 116 (2015 )

SeaSmart. Jonathan Evans

LAKKOPETRA (GREECE) EUROSION Case Study. Contact: Kyriakos SPYROPOULOS. TRITON Consulting Engineers. 90 Pratinou Str Athens (GREECE)

NTHMP - Mapping & Modeling Benchmarking Workshop: Tsunami Currents

BUYER S GUIDE AQUAlogger 520

A Wind Profiling Platform for Offshore Wind Measurements and Assessment. Presenter: Mark Blaseckie AXYS Technologies Inc.

Potential applications of AUVs and Gliders in Offshore Windfarm Site Surveys

Assessing the Accuracy of High Spatial Resolution Effort Data

13. TIDES Tidal waters

Preliminary Wake Wash Impact Analysis Redwood City Ferry Terminal, Redwood City, CA

South Bay Coastal Ocean Observing System California Clean Beaches Initiative

Simulation of hydraulic regime and sediment transport in the Mekong delta coast

Offshore engineering science

Utilizing Vessel Based Mobile LiDAR & Bathymetry Survey Techniques for Survey of Four Southern California Breakwaters

Best Practice Guidance for Assessing the Financial Performance of Fishing Gear: Industry-led gear trials

Energy capture performance

Certified Professionals in Hydrographic Solutions

Predicting wave conditions in a coral embayment from offshore directional spectral model input

Wave Transformation, Prediction, and Analysis at Kaumalapau Harbor, Lanai, Hawaii

BASELINE SURVEY, VISUAL - SITE SPECIFIC

Wave-Current Interaction in Coastal Inlets and River Mouths

Hydrographic Surveying at The Port of London

Wade Reynolds 1 Frank Young 1,2 Peter Gibbings 1,2. University of Southern Queensland Toowoomba 4350 AUSTRALIA

Currents measurements in the coast of Montevideo, Uruguay

Paper for consideration by ENC Working Group. Use of AU6 ENC cells as an option for Bathymetric ENCs (benc)

Modelling and Assessment of Marine Renewable Energy Resources. Andrew Cornett Canadian Hydraulics Centre National Research Council Canada May 2008

Sconser Quarry, Caol Mor

NWEI. Fred.Olsen. Columbia Power

Trawl fishery management of Eastern Arabian Sea

High Frequency Acoustical Propagation and Scattering in Coastal Waters

Wave Energy Atlas in Vietnam

Coastal Wave Energy Dissipation: Observations and Modeling

COMPARISON OF DEEP-WATER ADCP AND NDBC BUOY MEASUREMENTS TO HINDCAST PARAMETERS. William R. Dally and Daniel A. Osiecki

COMPARISON OF CONTEMPORANEOUS WAVE MEASUREMENTS WITH A SAAB WAVERADAR REX AND A DATAWELL DIRECTIONAL WAVERIDER BUOY

Hydraulics and Maritime Research Centre, University College Cork, Pouladuff Road, Togher, Cork, Ireland

Appendix E Cat Island Borrow Area Analysis

Impact of Dredging the Lower Narrow River on Circulation and Flushing

Joint-probability of storm tide and waves on the open coast of Wellington

G. Meadows, H. Purcell and L. Meadows University of Michigan

(Refer Slide Time: 0:36)

U.S. Marine Corps Base Hawaii, Kaneohe 30m berth in place (~1km offshore) 60, 80m berths completed in 2015 (~2km offshore) Grid connected

E4014 Construction Surveying. Hydrographic Surveys

Effects of Offshore Forcing in the Nearshore Environment

Three Rivers Cockle Abundance Survey Report April 2016

The Wave Climate of Ireland: From Averages to Extremes. Sarah Gallagher, Met Éireann

R E V I S E D D A T E 0 4 /

SuperGen UK Centre for Marine Energy Research Progress Meeting 2018

Poland is one of the new countries, which seems to have the potential of being a large market for wind energy projects in the near future.

GeoCrust 2.0 a Geographical Information System for Monitoring the Portuguese Crustacean Trawl Fishery using VMS, Landings and Logbooks Data

Boothbay Harbor Rotary Club May 12, 2016

MEASUREMENT COMMUNICATION INSIGHT

Wind Mills of the Mind Delivering large scale offshore wind. Andy Kinsella CEO, Offshore November 24th, 2011, Dundalk

A Review of the Bed Roughness Variable in MIKE 21 FLOW MODEL FM, Hydrodynamic (HD) and Sediment Transport (ST) modules

Distribution of fishing intensity of pulseand beam trawling in the North Sea. Marcel Machiels. IMARES rapport C146A/15

WINDSPEED. Resultat og erfaringer med MSP. 26. september 2013 Hans Chr. Sørensen, SPOK ApS. Contract number: EIE/07/759/S

S-44 edition 5 The IHO s New Standard For Hydrographic Surveys Chris Howlett Head of Seabed Data Centre United Kingdom Hydrographic Office

Transcription:

Marine Renewables Industry Association Marine Renewables Industry: Requirements for Oceanographic Measurements, Data Processing and Modelling October 2009

Table of Contents 1. Introduction... 1 2. Measurements / Survey Requirements... 1 3. Data Processing Requirements... 2 4. Modelling Requirements... 5 5. Outputs From The Wave Model:... 5 6. Research Requirements... 6

1. Introduction The Marine Institute and INFOMAR (the joint venture between the Marine Institute and the Geological Survey of Ireland which succeeded the Irish National Seabed Survey) have in the past and continue today to perform an excellent job at providing the marine industry with data and measurements. This document is intended to interpret Marine Renewables Industry Requirements and then to decide best how these can be delivered. This may be done by one of the agencies such as the Marine Institute and INFOMAR or a new/existing commercial entity. 2. Measurements / Survey Requirements The Marine Renewables industry requires knowledge of the coastal characteristics around Ireland in order to design products which can be deployed in the majority of the sites and to identify specific sites which are suited to development. The characteristics which are required include: Sea bed bathymetry This is required by all developers to determine which areas are within the depth range and seabed slope limitations of the system. This is particularly important in the areas identified on maps submitted to the Foreshore Licensing authorities by developers. Seabed sediment This is required to identify how much of the Irish market requires mooring & cabling or piping solutions for rock, gravel, sand etc. This is particularly important in the areas identified on maps submitted to the Foreshore Licensing authorities by developers. Non- spectral wave characteristics Are in deep water and there is a need to calibrate wave models with them. This is currently provided through the buoy network. Full spectral wave characteristics Are in the 200m to 10m water depth range and there is a need to develop a good understanding of the real sea states in which wave energy devices will operate (and hopefully do so profitably). These are also important in order to calibrate wave models while the deployment of more fully spectral buoys and ADCPs (with the wave processor module) would help develop understanding and confidence in wave modelling. There is a good opportunity to have a concentration of them in and around the planned Ocean Energy test centre at Belmullet, Co Mayo. Tidal current records in areas (to be defined): at least 4 weeks of continuous tidal current records should be collected, to calibrate tidal models against and understand the local tidal resource. Environmental data including environmentally protected/ sensitive areas, other sea users and known hazards. This data is necessary when choosing a site for development. 1

Offshore weather including all available forecast wind speed, maximum gust speed, wind direction. This is required both for wave modelling and for developers to understand what weather windows exist. This affects site selection and system design. Data base of 3 rd party data including data which 3 rd parties have collected and are willing to provide in the database. 3. Data Processing Requirements Some companies have the capability to handle large amounts of data delivered in a variety of formats. However, the majority of the Marine Renewables companies do not have this capability. Therefore it is important to developer a number of key data sets in easy to use formats and manageable volumes. These key data sets include: Sea bed bathymetry (MSL) This should be delivered in an ASCII file as gridded data referenced to WGS84, interpolated from the best available data for the area, corrected to mean sea level. The gridded data should be prepared up to the high water line. The gridded data should be available in resolutions of 1 minute, down to 3 seconds -see NOAA s method of providing this data (http://www.ngdc.noaa.gov/mgg/gdas/gd_designagrid.html). In the short term, it would be useful to get an updated and quality checked gridded INFOMAR data set, and a separate vessel bottom data set. The additional option of a Google Earth kmz file for download would help those developers who do not have access to mapping software. Sea bed bathymetry (LAT) This should be delivered in an ASCII file as gridded data referenced to WGS84, interpolated from the best available data for the area, corrected to lowest astronomical tide. The gridded data should be prepared up to the high water line. The gridded data should be available in resolutions of 1 minute, down to 3 seconds (again see http://www.ngdc.noaa.gov/mgg/gdas/gd_designagrid.html). The additional option of a Google Earth kmz file for download would help those developers who do not have access to mapping software. Sea bed data quality map This should be delivered as an image, and a shape file outlining the quality, age and resolution of the underlying data behind the gridded bathymetry data. The additional option of a Google Earth kmz file for download would help those developers who do not have access to mapping software. Seabed sediment depth This should be delivered in an ASCII file as gridded data referenced to WGS84, interpolated from the best available data for the area. The gridded data should be prepared up to the high water line. The gridded data should be available in resolutions of 1 minute, down to 3 seconds (see NOAA s method of providing gridded bathymetry data for the US http://www.ngdc.noaa.gov/mgg/gdas/gd_designagrid.html). The additional option of a Google Earth kmz file for download would help those developers who do not have access to mapping software. 2

Seabed sediment type - This should be delivered as a shape file using polygons to show the predominant type of sediment. This data should be referenced to WGS84, interpolated from the best available data for the area. The additional option of a Google Earth kmz file for download would help those developers who do not have access to mapping software. Sea bed sediment quality map This should be delivered as an image, and a shape file outlining the quality, age and resolution of the underlying data behind the gridded seabed sediment data. The additional option of a Google Earth kmz file for download would help those developers who do not have access to mapping software. Sea bed sediment statistics a graph and table for each sediment type describing the percentage at each depth range and wave power flux. Seabed geology This should be delivered as a shape file using polygons to show the predominant type of bedrock. The additional option of a Google Earth kmz file for download would help those developers who do not have access to mapping software. Non-spectral wave characteristics This should be delivered as an ASCII file and should include the complete time series taken at each buoy location, and should include that data currently reported on the last 24 hours report for each data buoy. Real time access to data at test centres has also been requested, this could be provided as a dynamic ASCII file online so as to keep it in a form which is easy for most people to access. Non-spectral wave statistics tables and graphs presenting the historic probabilities of significant wave height, energy period and direction for each buoy location. Full spectral wave characteristics provide the complete time series with the full power spectral densities for each buoy in ASCII files e.g. a datawell *.SPT file. Real time access to data at test centres has also been requested, this could be provided as a dynamic ASCII file online so as to keep it in a form which is easy for most people to access. The additional option of a Google Earth kmz file for download would help those developers who do not have access to mapping software. Tidal current records This should be provided where ADCPs have been deployed in ASCII format. Offshore weather This should be delivered in two formats: 1. An ASCII file for each time step as gridded data referenced to WGS84, interpolated from the best available data for the area. The gridded data should be prepared up to the high water line. The gridded data should be available in resolution of 1 minute. 2. An ASCII file for a specified point containing a complete historical record of weather hindcasts for that point. 3

Data base of 3 rd party data This should include a description of the data, contact details and, if known, the purchase costs and standard licence conditions for the data. Wave Atlas This should be delivered in an ASCII file as gridded data referenced to WGS84, taken from the original ESBI Wave Atlas or an equivalent model. The gridded data should be available at least for the area from 200m to 50m depth. Average annual theoretical power flux (kw/m) and seasonal average theoretical power flux should be provided. The gridded data should be available in resolutions of 15 seconds. Ideally, this would be based on at least 10 years of hindcast wave models (described in the modelling section below). However, in the short term, the need should be met from the best available data. The additional option of a Google Earth kmz file for download would help those developers who do not have access to mapping software. Sea Users This should be delivered in either an ASCII file as gridded data referenced to WGS84, or a polygon shape file, referenced to WGS84. The additional option of a Google Earth kmz file for download would help those developers who do not have access to mapping software. Vessel Activity This should be delivered in an ASCII file as gridded data referenced to WGS84, derived from designated traffic lanes, AIS and VMS data. The gridded data should ideally be presented on a seasonal basis, describing the frequency of vessel presence in an area. The gridded data should be available in resolutions of 15 seconds. Fishing Sensitivity This should be delivered in a polygon shape file, referenced to WGS84, derived from inshore, aquaculture, exclusion zones and known hatcheries. Electricty grid This should be delivered in a polygon shape file, referenced to the Irish National Grid. Ports and Harbours This should be delivered in a polygon shape file, referenced to WGS84. No-go areas This should be delivered in a polygon shape file, referenced to WGS84. SEA data This should be delivered in a polygon shape file, referenced to WGS84. Other Sea Users this should be delivered in a polygon shape file, referenced to WGS84, and should include all other known sea users. Environmental data This should be provided in a polygon shape file format referenced to WGS84. The additional option of a Google Earth kmz file for download would help those developers who do not have access to mapping software. 4

Designated areas This should be delivered in a polygon shape file, referenced to WGS84, and should include all the areas which have been given a designation, such as a SPA (Special Protection Areas), SAC (Special Areas of Conservation) etc. Known habitats This should be delivered in a polygon shape file, referenced to WGS84, and should include all the known habitats, such as nesting seabirds, seal haul outs etc. Archaeology This should be delivered in a polygon shape file, referenced to WGS84, and should include all the known areas of archaeological interest, such as ship wrecks, etc. 4. Modelling Requirements It is important to quantify on a national level the wave resource around Ireland, both to guide policy and to attract investment. To do this properly, it is necessary to run a verified wave model historically for a period of no less than 10 years, at 3 hour time steps. It is unlikely that this would be possible on such a scale for waters of less than 50m depth. Therefore, it would seem sensible to take this model to the 50m contour line and produce assessments of wave power flux for the 50m, 100m and 200m contour lines. However, it is very important at frequent intervals along the 50m, 100m and 200m contour lines - that the full time series of spectral properties are made available to support the development of local area models around the coast this will give developers a sound foundation for their site resource models. These local models are used by developers to identify the conditions for which they must design systems which are commercially viable in a large number of locations. The high level Wave Atlas is used by developers, alongside other datasets, to evaluate the potential of numerous sites around Ireland. The development of a good foundation to these models should increase investor s confidence in business models both for technology development and for site development. The wave model should be compared against all the available buoy data, the historical comparisons should be available in ASCII data files and the last 48 hours displayed on a website graph. It is essential that the model can be shown to produce good results for investors to have confidence to finance the construction of a wave farm. 5. Outputs From The Wave Model: Wave Atlas indicative properties (Hs, Ts), as an interpolated gridded data sets at 15sec interval. Full spectral wave characteristics At frequent intervals along the 50m and 100m contour lines, the full time series of spectral properties. Non-spectral wave characteristics The full time series of the non-spectral wave characteristics including energy period should be available for each model grid square. This should include the wind conditions at each time step and grid square as well. 5

Weather window statistics graphs and tables at a few key points (to be specified) describing the frequency of weather windows of increasing length for a range of significant wave heights as determined from 10 years of historical model data. The data must, therefore, be able to be queried in respect of variables defining the weather window in terms of wind speed (limits), significant wave height versus energy period (limits) and length of time required. Non-spectral wave statistics tables and graphs presenting the historical probabilities of significant wave height, energy period and direction, for each buoy location.the operation of the above model in a forecasting mode will become useful to the industry for installation work, maintenance and electricity system operations. The benefit when trading in the current all-island SMP market will be limited to risk mitigation, because there is no price difference between the payment received for being long and that made for being short in the market. Also wave generators will almost certainly enter the market as variable price takers which means there is no real benefit in providing the market with an accurate generation forecast. This could change if trading in CFDs around the market were to become considerably more active. When operating the model in a forecast model it would be useful to produce an online zoomable map of the wave and wind conditions for early stage developers. The model run outputs should be stored in the formats described above in historical, real time and forecast. This can then be used by developers and farm operators to understand the degree of error in the forecast for any location on the model. This is important when hiring installation and maintenance vessels. A tool which enables developers to query the forecast model for weather windows would make this accessible to all. Such a tool should define weather windows in terms of wind speed (limits), significant wave height versus energy period (limits) and length of time required. 6. Research Requirements There are a number of general research areas which are required by the industry which do not fall within oceanographic measurements, data collection & processing or modelling. It is understood that in the current All-Island Market there is no economic value in lower intermittency and higher predictability of wave power in the SEM from the point of view of the wave generator. Wave generators would bid as variable price takers. However, there may be some benefit to the consumer because, for comparison, wind destroys price by about 5% when present. A study should be undertaken which compares the cost of supporting wave generation through REFIT against the customer benefit caused from the net market price reduction in Ireland. A study should also be undertaken to provide developers with up to date estimates of the value of wave power ( /MWh) on a yearly bases for the next 20 years for all the major wave power markets around the world, in conjunction with any value wave forecasting may bring in those markets. 6