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Review of Cabling Techniques and Environmental Effects Applicable

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Physical change<br />

The assessment concluded that the fine s<strong>and</strong> disturbed during the cabling<br />

could typically be carried a distance <strong>of</strong> 1170m in the 30 minute period it would<br />

remain in suspension (based on peak flows). At other tidal conditions settlement<br />

would occur more rapidly <strong>and</strong> the distance fine s<strong>and</strong> would be carried would<br />

be significantly reduced. It was concluded that with the rapid dispersion <strong>of</strong> the<br />

sediment it was unlikely that concentrations would be measurable above the<br />

ambient conditions. Coarser sediments disturbed during the cabling operations<br />

would fall out <strong>of</strong> suspension in far shorter distances.<br />

The conclusions from the study were supported with reference to monitoring at<br />

Nysted <strong>and</strong> Kentish Flats Offshore Wind Farms.<br />

Nysted Offshore Wind Farm<br />

During the construction <strong>of</strong> the Nysted Offshore Wind Farm in Denmark, strict<br />

requirements were imposed on the release <strong>of</strong> sediment from sea bed operations<br />

including the installation <strong>of</strong> the array cable. To ensure compliance with the<br />

requirements monitoring was undertaken <strong>and</strong> subsequently reported upon by<br />

Seacon (2005).<br />

The wind farm is located in the Femer Belt separating Germany <strong>and</strong> Denmark<br />

<strong>and</strong> is approximately 2km from the coast in water depths between 6 <strong>and</strong> 9.5m.<br />

The surface sediments within the wind farm area are generally medium s<strong>and</strong>s<br />

with very low silt/clay content. The thickness <strong>of</strong> the overlying s<strong>and</strong>s varied<br />

between 0.5 <strong>and</strong> 3m, underlain with clay deposits.<br />

Cable laying operations were undertaken using jetting where the substrates<br />

permitted <strong>and</strong> using pre-trenching <strong>and</strong> backfilling where hard substrates<br />

were encountered. The trenching operations were undertaken using a back<br />

hoe dredger rather than the more specialist systems described earlier in this<br />

section. Measurements <strong>of</strong> turbidity were taken continuously during the cabling<br />

operations <strong>and</strong> daily mean <strong>and</strong> maximum values determined. The jetting<br />

operations resulted in significantly less turbidity than the pre-trenching <strong>and</strong><br />

backfilling operations with mean <strong>and</strong> maximum values at 200m from the various<br />

operations <strong>of</strong>:<br />

Trenching Mean = 14 mg/l<br />

Max = 75 mg/l<br />

Backfilling Mean = 5mg/l<br />

Max = 35mg/l<br />

Jetting Mean = 2mg/l<br />

Max = 18mg/l<br />

These values compare with the restrictions set by the Danish Energy Agency <strong>of</strong><br />

15 mg/l as a mean value <strong>and</strong> 45 mg/l as a maximum value.<br />

97

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