Stockton Undertake Industry First Remote Disconnect of Tunnel Boring Machine at Beatrice Offshore Wind Farm Project

Author
Gearoid O’Connell, Director
31 August 2025

The Beatrice Offshore Windfarm Ltd (BOWL) project is one of the largest private investments ever made in Scottish infrastructure and produces 584 megawatts from 84 turbines situated in the outer Moray Firth. It powers approximately 450,000 homes at a cost of £2.6 billion to its investors SSE, Copenhagen Infrastructure Partners and Red Rock Power.

 

Stockton Group were brought in to deliver 2 x 450m x 48” Direct Pipe© installations for high-velocity cables in relation to the Beatrice Offshore Windfarm.

Decor Stockton Undertake Industry First Remote Disconnect of Tunnel Boring Machine at Beatrice Offshore Wind Farm Project
Direct Pipe© Installation and AVN1000 Micro Tunnelling Machine Utilised 

Direct Pipe© Installation and AVN1000 Micro Tunnelling Machine Utilised 

Stockton completed the trenchless Installation of two independent 48” x 450m steel landfalls by utilising Herrenknecht’s Direct Pipe® system (a world-first for this technology) and AVN1000 micro tunnelling machine.

Direct Pipe® (a hybrid micro-tunnelling and pipe-jack system that lines the tunnel as it advances) was selected due to un-drillable geology.

Project Summary

2 x 450m x 48” Direct Pipe® installations for high-velocity cables in relation to the Beatrice Offshore Windfarm
Recovery of TBM using a world first remote disconnect module, and an array of offshore vessels
Difficult ground conditions and environmental constraints

Project Breakdown

The BOWL project is one of the largest private investments ever made in Scottish infrastructure and produces 584 megawatts from 84 turbines situated in the outer Moray Firth. It powers approximately 450,000 homes at a cost of £2.6 billion to its investors SSE, Copenhagen Infrastructure Partners and Red Rock Power. 

The beach area around the landfall site is a designated Site of Specific Scientific Interest (SSSI). 

Quote Author

“As is often the case, the location we were operating in threw up a whole host of obstacles and we quickly realised that the challenging geology was going to prevent us from using traditional horizontal directional drilling methods. Surface alluvial comprising pebbles and cobbles, overlaying bedrock of weathered sandstone, prevented this so it was time for the STOCKTON team to do what they do best and solve a problem that others thought wasn’t possible.”

Stuart Stephens  Director of Special Projects

Detailed design process results in world first approach to solving the problems presented

Production of weld procedures to BS EN ISO 15614: 2012, specifically for the project utilising a partial penetration weld to guarantee no intrusions. Temporary works designs for two sheet-piled pits measuring 5m deep by 7.5m wide and 20m long. Over-bend design utilising rollers on temporary towers as an engineered solution to reduce plant and labour on site. 

World’s first offshore disconnect of a Direct Pipe® system, utilising a bulkhead door within the TBM to ensure it remained operational for the second drive.

Detailed design process results in world first approach to solving the problems presented

Environmental challenges

Due to the geological constraints, Direct Pipe® – a hybrid micro-tunnelling and HDD system that lines the tunnel as it advances – was selected as the most suitable methodology, as it is capable of operating through a multitude of ground conditions. 

Nexans Norway AS provided entry and exit locations, which then dictated the 500 tonne Direct Pipe® system as it is capable of the required 450m landfall distance. 

For the BOWL landfall, a 48” steel pipe was used as the liner, unlike most pipe jacks, which utilise concrete rings. This enables the entire tunnel to be retracted to the surface if required. 

When using the Direct Pipe® method, the entire tunnelling infrastructure is on one side of the obstacle to be drilled under. This makes the technology ideally suited for sea outfalls/landfalls, with the pipeline pushed directly from land out to sea. Once the required length has been achieved, the AVN machine is recovered from sea. Starting at the launch pit, the spoil was excavated by a fluid-supported Herrenknecht microtunnelling machine (AVN). 

The pipeline was laid out above ground on roller blocks and pushed into the borehole during drilling. A pipe thruster delivers the required thrust force, pushing the mirco-tunnelling machine and the pipeline in 5m steps forward, with a force of up to 500 tonnes.

Environmental challenges

Industry first recovery of tunnel boring machine 

In a world-first, the TBM was recovered from sea utilising a remote disconnect module. Divers were then dispatched to the TBM’s location, attaching a lifting beam to the TBM itself. A crane, placed on a jack-up barge, then lifted the TBM out of the water, placing it on a multi-cat for return to Buckie harbour. This process was further complicated by the low depth of water in the area. 

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Industry first recovery of tunnel boring machine