- Jordan DISI Water Project
- Ferry Meadows
- Stanborough Lakes
- Aston University Campus
- Yelvertoft Marina
- Service Reservoir
- Alkborough Tidal Defence Scheme
- Thatcham Municipal Lake
- Settlement Lagoon
- Tottenham Hale
- Crest Nicholson
- SS Great Britain
- British Trust for Ornithology
- Storage Lagoon, Wales
- Philippa Forrester
- Welney Wash
- Kettering Business Park
- Sea Bird Centre
- Arsenal FC
- Lowestoft Waste Water Treatment Centre
- Wells next the Sea
- Sovereign Harbour
Lowestoft Waste Water Treatment Centre
This £70m facility will improve the treatment of the sewage discharge from Lowestoft and the surrounding areas and contribute to the improvement of the seawater quality around the Suffolk coast.
Capable of processing over 6000 litres of wastewater per second, the treatment plants are contained beneath a 14,000m² oval dome, some 160m long x 100m across.
To deal with the potential storm water surge coming from the surface of the dome, the contractors had to construct a 4m wide drainage rill to collect and discharge a potential of 100 litres per second of storm water into storage lagoons.
Armorloc concrete revetment blocks were selected to build the rill because they can articulate in both directions to leave a smooth even profile over the whole area. To ensure the integrity of the rill through a range of ground conditions and the expected storm water velocities that could drain from the centre’s roof, a sandwich of geotextiles was installed below the blocks.
A needle punched non-woven geotextile protector was laid onto the profiled rill and this was followed by an impermeable geomembrane, which again was protected from above with the needle-punched geotextile.
Since six weirs have been incorporated within the circumference of the rill to control and slow the water flow, a drainage geocomposite was laid below the Armorloc blocks. This will help to prevent puddling occurring on top of the blocks at the low points.
To maintain an aesthetic and environmentally acceptable appearance to the site, much of the external pipe work and structure of the treatment plant has been kept below eye level. 2-3m high Porcupine steep retaining walls have been installed around the excavations of the low-level site.
To increase the factor of safety of the walls the earth behind the Porcupine blocks has been reinforced with Fortrac geogrid. Completed 2003