4afcceb2b748541ea5484418b5c1d63f eng series RPS (on behalf of Vattenfall) Senior Consultant N/A RPS Energy 14 Cornhill London EC3V 3ND N/A pointOfContact 2014-03-24 MEDIN Discovery Metadata Standard Version 2.3.7 urn:ogc:def:crs:EPSG::4326 OGP 2008, HR Wallingford, Ormonde Offshore Wind Farm, Scour Assessment 2008-02-27 publication 2008-02-27 creation 5381 http://data.offshorewind.co.uk/ Previously a coastal and seabed process study was completed including an assessment of seabed scouring around a 5m diameter monopile foundation (HR Wallingford, 2005). An alternative foundation solution has been proposed for the project comprising of quadrupod steel jacket structures. This document contains a new assessment of seabed scouring for this alternative foundation. RPS (on behalf of Vattenfall) Senior Consultant N/A RPS Energy 14 Cornhill London EC3V 3ND N/A custodian HR Wallingford Group Ltd. +44 (0) 1491 835381 +44 (0) 1491 832233 HR Wallingford Ltd. Howbery Park Oxon OX10 8BA United Kingdom info@hrwallingford.co.uk http://www.hrwallingford.co.uk/ originator notPlanned Word Pre-Construction monitoring The Crown Estate Renewable Energy Development Phases 2012-05-15T02:00:03 revision Renewable Energy Lease area The Crown Estate Renewable Energy Development Areas 2012-05-15 revision 1 Sedimentary structure SeaDataNet Parameter Discovery Vocabulary 2019-07-26 revision 113 Sediment grain size parameters SeaDataNet Parameter Discovery Vocabulary 2019-07-26 revision 113 Marine Environmental Data and Information Network Marine Environmental Data and Information Network no conditions apply eng environment geoscientificInformation -3.47224499794188 -3.39950654327953 54.0678028099623 54.1088367044463 2008-02-27 2008-02-27 Presentation type: digital representation of a primarily textual item (can contain illustrations also) Origin: HR Wallingford dataset It is proposed to construct an offshore wind farm in the Irish Sea, approximately 10km off Walney Island. Previously a coastal and seabed process study was completed including an assessment of seabed scouring around a 5m diameter monopile foundation (HR Wallingford, 2005). An alternative foundation solution has been proposed for the project comprising of quadrupod steel jacket structures (Figure 1). These jacket structures will be seated onto four 1.52m diameter (D) piles that have been pre-driven into the seabed up to a depth of 35m. A new assessment of seabed scouring is required for this alternative foundation. https://www.marinedataexchange.co.uk/details/1747/summary A link to the web service or dataset. https://www.marinedataexchange.co.uk A link to the general host site.