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Review of Cabling Techniques and Environmental Effects Applicable

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Cable types <strong>and</strong> installation techniques<br />

become exposed as a consequence <strong>of</strong> moving seabed sediments. Experience<br />

gained from the post installation surveys <strong>of</strong> subsea telecommunications cables<br />

has shown that sections <strong>of</strong> cable which may have been left surface laid during<br />

the initial installation have subsequently been re-buried by the movement <strong>of</strong><br />

s<strong>and</strong>waves, whilst at the same time previously buried sections <strong>of</strong> cable have<br />

been exposed.<br />

In order to mitigate the effects <strong>of</strong> mobile sediments, deeper cable burial is <strong>of</strong>ten<br />

specified. This solution may work where the amplitude <strong>of</strong> the s<strong>and</strong>waves are<br />

relatively low (typical 1m to 1.5m). However in areas where the amplitudes are<br />

much higher, deeper burial will not be possible on a practical basis. Furthermore,<br />

if deeper burial is attempted in these areas there would be a potential for a<br />

significant impact on the local environment.<br />

To successfully mitigate the effects <strong>of</strong> mobile sediment seabeds, the only<br />

effective method is to undertake accurate <strong>and</strong> detailed surveys <strong>and</strong> to carefully<br />

plan the cable route to avoid any potential problems. The survey data should<br />

provide detailed bathymetric, geophysical <strong>and</strong> geotechnical information <strong>and</strong> the<br />

results <strong>of</strong> this survey should then be reviewed against historical chart data to<br />

ascertain any evidence <strong>of</strong> the mobility <strong>of</strong> the seabed in the area where the cables<br />

are planned to be buried.<br />

With all survey <strong>and</strong> historical data to h<strong>and</strong>, a detailed cable route risk assessment<br />

can be completed. This will identify the optimum route for the cables <strong>and</strong> may<br />

well involve a complete route diversion to avoid mobile sediments such as<br />

s<strong>and</strong>banks etc. The subsea cables can also be routed to follow the troughs <strong>of</strong> any<br />

major s<strong>and</strong>waves or s<strong>and</strong>banks such that any movement <strong>of</strong> s<strong>and</strong>s would result<br />

in mobile sediments being deposited over the cables as opposed to exposing<br />

them. However, future accessibility <strong>of</strong> the cables for any potential repair or<br />

maintenance activities needs to be considered if such a policy is adopted.<br />

3.8.8 CROSSING NAVIGATION CHANNELS<br />

When the planned cable routing for the export cables requires a crossing <strong>of</strong><br />

either an existing navigable channel or a proposed route for a navigable channel,<br />

it is necessary to install the cables to a suitable reference elevation to protect<br />

the cables from any future planned dredging operations along the line <strong>of</strong> the<br />

channel. There are two options which are commonly employed.<br />

Option 1 – the pre-excavation method<br />

The pre-excavation method requires an initial pre-excavation across the<br />

navigable channel before the export cables are installed. Export cables would<br />

then be buried using a subsea cable plough (or possibly a trenching vehicle)<br />

which will pass over the recently pre-excavated channel, during the cable lay<br />

procedure. It is anticipated that the cable crossing corridor across the channel<br />

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