Environmental statement - Flyndre and Cawdor - Maersk Oil
Environmental statement - Flyndre and Cawdor - Maersk Oil
Environmental statement - Flyndre and Cawdor - Maersk Oil
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<strong>Flyndre</strong> <strong>and</strong> <strong>Cawdor</strong> <strong>Environmental</strong> Statement<br />
Section 2 Proposed Development<br />
Structure Dimensions (m x m) Total footprint (m 2 )<br />
<strong>Flyndre</strong> manifold 5.5 x 5.2 28.6<br />
<strong>Cawdor</strong> manifold 12.4 x 10.8 133.92<br />
SSIV 5 x 5 25<br />
Table 2‐8 Subsea footprint of manifolds <strong>and</strong> SSIV associated with the development.<br />
The manifolds will be piled to resist accidental loadings arising from interaction with fishing<br />
equipment. Four piles will be used to hold each manifold in place, the piles have the following<br />
dimensions <strong>and</strong> penetration depths:<br />
penetration length = 15 m<br />
outside diameter = 600 mm<br />
The seabed conditions are expected to be similar to those found at the Affleck development. <strong>Maersk</strong><br />
<strong>Oil</strong> has collected information on the pile driving information required to install piles at the Affleck<br />
development. In this case a submersible hammer (IHC Hydrohammer S‐90) <strong>and</strong> piles that had a<br />
diameter of 610 mm were installed to a depth of 16.5 m, details of this are presented in Table 2‐9.<br />
At the time of writing this ES it was expected that the drivability results presented here would<br />
represent the most onerous driving scenario at the <strong>Flyndre</strong> <strong>and</strong> <strong>Cawdor</strong> fields as the scenario<br />
presented is for a greater piling penetration length <strong>and</strong> a marginally wider outside pile diameter.<br />
Hammer<br />
Total Blows<br />
IHC Hydrohammer S‐90<br />
963<br />
Driving Time (min) 32 24 19 16 13 12 10 9 8 8<br />
Blow Rate (b/min) 30 40 50 60 70 80 90 100 110 120<br />
Table 2‐9 Drivability results summary.<br />
The SSIV will be a gravity based structure <strong>and</strong> will not require piling.<br />
2.6.3. PIPELINE DESIGN<br />
Hydrocarbons from the <strong>Flyndre</strong> <strong>and</strong> <strong>Cawdor</strong> fields will be tied back to the Clyde production facilities<br />
via a common Subsea 8”/12” pipe‐in‐pipe export pipeline. The <strong>Flyndre</strong> to <strong>Cawdor</strong> line is 4.2 km while<br />
the <strong>Cawdor</strong> to Clyde is 20.46 km.<br />
A pipe in pipe system was selected for the project as it provides the most robust system with regard<br />
to operability <strong>and</strong> integrity. The carrier pipe material will be carbon steel <strong>and</strong> a dry insulation will be<br />
used within the annulus.<br />
2.6.4. PIGGING REQUIREMENT<br />
Routine operational pigging is not envisaged, however to address unforeseen events, the pipeline will<br />
be designed to be pigged <strong>and</strong> the subsea facilities will be configured with a temporary pigging<br />
connection at the <strong>Flyndre</strong> end of the pipeline. The Clyde platform will provide space to enable<br />
temporary pig launching/receiving equipment to be installed.<br />
2‐ 12 D/4114/2011