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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

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