Peel Ports required the widening of the Seaforth Passage to increase efficiency for the transit of vessels within the Royal Seaforth Dock at the Port of Liverpool.
FARRANS Construction Ltd was appointed the £11m contract to carry out the work to widen the passage from 40m to 60m.
As part of the widening works, a 3.00m diameter siphon, connecting the Liverpool storm drainage system with an existing outfall, was to be extended underneath the passage.
Designed by Royal Haskoning, the structural solution selected to extend the siphon compromised the construction of a combi-wall cofferdam attached to the existing diaphragm wall.
OGI identified three key design criteria to be satisfied in order to ensure the safety and therefore success of the project:
OGI conducted substantial investigation and finite element analysis from which a design specification was produced that comprised the following combination of active and passive dewatering and pressure relief wells:
Five deep wells installed with borehole pumps outside the combi-wall
Three vertical active/passive pressure relieve wells inside the combi-wall.
Approximately fifty inclined passive pressure relief wells installed through the combi-wall into the surrounding sand layers.
The successful temporary groundwater control system designed for the Seaforth Passage Widening project was only made possible by the team approach which included full collaboration between the Groundwater Control Designers (OGI Groundwater Specialists), the Main Works Contractor (Farrans Construction) and the Structural and Geotechnical Designer (Royal Haskoning).