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Review of Cabling Techniques and Environmental Effects Applicable

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<strong>Review</strong> <strong>of</strong> <strong>Cabling</strong> <strong>Techniques</strong> <strong>and</strong> <strong>Environmental</strong> <strong>Effects</strong> <strong>Applicable</strong> to the Offshore Wind<br />

Farm Industry – Technical Report<br />

effects that could occur on the environmental characteristics are discussed in<br />

Section 5. Section 5 also puts the potential environmental effects into context<br />

with other activities within the marine environment.<br />

4.5.2 RECENT EXPERIENCE<br />

Introduction<br />

This section covers recent experience <strong>and</strong> case studies identified during the<br />

literature <strong>and</strong> data search completed for the study. As part <strong>of</strong> this search<br />

discussions were held with ABP Marine <strong>Environmental</strong> Research Ltd who, with<br />

Cefas <strong>and</strong> HR Wallingford, are undertaking RAG Sedimentation Theme Study<br />

SED01 – <strong>Review</strong> <strong>of</strong> Round 1 Sediment Process Monitoring Data – Lessons Learnt.<br />

The discussions were to ensure that any relevant data collected under SED01<br />

was made available to this study.<br />

Norfolk (Cromer) Offshore Wind Farm<br />

As part <strong>of</strong> the environmental impact assessment for the Norfolk (Cromer)<br />

Offshore Wind Farm (Norfolk Offshore Wind, 2002) Royal Haskoning undertook<br />

an assessment <strong>of</strong> the fate <strong>of</strong> sediment released during ploughing operations in<br />

superficial silts, s<strong>and</strong>s <strong>and</strong> gravels <strong>and</strong> the underlying boulder clay <strong>and</strong> chalk.<br />

An assessment <strong>of</strong> the relative proportions <strong>of</strong> the fine <strong>and</strong> coarse sediments<br />

was made based on seabed samples <strong>and</strong> the depths to consolidated materials.<br />

Advice was provided by Engineering Technology Applications Ltd. on the volume<br />

<strong>of</strong> material displaced during ploughing <strong>and</strong>, conservatively, it was assumed all<br />

this material was brought into suspension. An allowance was also made for the<br />

volume <strong>of</strong> sediment disturbed by the plough skids.<br />

The re-deposition <strong>of</strong> the coarse sediment was assessed by considering settling<br />

velocities <strong>of</strong> the particles, tidal current speeds <strong>and</strong> the height <strong>of</strong> the release point.<br />

The calculations indicated that the footprint for the re-deposition <strong>of</strong> the coarse<br />

sediment was sensitive to both the tidal conditions (i.e. spring or neap) <strong>and</strong><br />

the time <strong>of</strong> release within the tidal cycle. The results indicated that the largest<br />

deposition footprint but smallest depositional depth (200m either side <strong>of</strong> the<br />

cable with a deposition depth <strong>of</strong> a few millimetres) would occur with release at a<br />

mid spring tide. In contrast, the smallest footprint but greatest depth (20m either<br />

side <strong>of</strong> the cable with depth <strong>of</strong> approximately 10mm) occurred with release at<br />

high water neap (see Figures 4.1 <strong>and</strong> 4.2). For fine sediments it was considered<br />

that particles would disperse throughout the water column <strong>and</strong> background<br />

suspended sediments concentrations would only be raised by a few percent.<br />

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