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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 />

Table 4.2: Level <strong>of</strong> sediment disturbance arising from use <strong>of</strong> plough<br />

types in different ground conditions<br />

88<br />

Plough Type Ground Conditions<br />

Conventional Narrow<br />

Blade<br />

S<strong>and</strong> Silts Gravels Clay Unstructured<br />

Rock – Matrix<br />

Material<br />

Weak Rock<br />

(Chalk)<br />

1 1 1 1 N/A N/A<br />

Advanced with Jetting 2 3 2 2 2 N/A<br />

Deep Burial 1 1 1 1 1 N/A<br />

Rock Ripping 1 1 1 1 1 4<br />

Vibrating 1 2 1 1 2 6<br />

Level <strong>of</strong> disturbance 1 = Low, 10 = High, N/A = Not applicable<br />

Table 4.3: Level <strong>of</strong> sediment disturbance arising from use <strong>of</strong> other<br />

burial tools in different ground conditions<br />

Tool Ground Conditions<br />

Jetting Fluidisation<br />

Erosion<br />

S<strong>and</strong> Silts Gravels Clay Unstructured<br />

Rock<br />

Chalk Structured<br />

Rock<br />

2 2 N/A N/A N/A N/A N/A<br />

3 4 3 3 N/A N/A N/A<br />

Dredging 4 6 4 N/A N/A N/A N/A<br />

Rock Wheel 3 4 3 3 3 8 4<br />

Mechanical Chain<br />

Excavators<br />

Level <strong>of</strong> disturbance 1 = Low, 10 = High, N/A = Not applicable<br />

Quantification<br />

3 4 3 3 3 N/A N/A<br />

There is very limited research <strong>and</strong> advice on the quantification <strong>of</strong> the volume <strong>of</strong><br />

material that is disturbed <strong>and</strong> brought into suspension by cable burial operations.<br />

In the absence <strong>of</strong> detailed information conservative assumptions will need to be<br />

made for the following parameters:<br />

●<br />

●<br />

●<br />

Volume <strong>of</strong> material disturbed;<br />

Rate <strong>of</strong> sediment release into the water column; <strong>and</strong><br />

Vertical distribution <strong>of</strong> suspended material throughout the water column.<br />

An estimate <strong>of</strong> the rate at which sediment is disturbed can be made based on<br />

the size <strong>of</strong> the slot or trench created by the tool. For cutting tools the rate <strong>of</strong><br />

sediment disturbed can be calculated based:<br />

Depth <strong>of</strong> Deployment <strong>of</strong> Tool x Tool Width x Rate <strong>of</strong> Progress

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