River Teme Restoration

River Teme restoration projectRiver Teme bank erosion prior to worksBank grading works beginShear Stress Turf installed with lifting beamInstalling topsoil, Shear Stress Turf and Rock Roll MattressesA major flood just before completionCompleted works after the record floodRiver Teme 18 months after completion
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Installing topsoil, Shear Stress Turf and Rock Roll Mattresses

The River Teme is a sensitive SSSI and SAC river and over 150 metres of severe bank erosion was threatening a National Grid pipeline.

Salix were the lead the designer and contractor with a hybrid bank protection solution.

The toe of the eroded bank was stabilised with a graded rip rap below average water level and then extensive soft/bioengineering works above. The project represents one of the largest riverbank repair works ever undertaken by National Grid.

Salix undertook the works on a Design & Build basis

Innovative working methods included a submerged blockstone causeway that permitted fish movement and allowed access to the opposite bank to work. The alternative to work on the opposite bank was a 2.2 km access track across wet ground involving importing and then removal to landfill of 2000 tonnes of imported haul road material. Thus over 2000 tonnes of aggregate was saved from the project.

We identified this significant cost and carbon/sustainability saving as part of our sustainability review procedures.

Trees limbs removed for access were reused as part of the soft engineering revetment.

Salix grew in-house over 2000m2 of reinforced grass/wildflower turf on 40m2 large rolls to provide soft engineering protection above average low water level. The high erosion control performance of this turf meant that a soft solution could be used as a direct alternative to rock rip rap, saving over 1000 tonnes of imported material whilst creating a more sustainable and ecologically valuable solution.

The various soft engineering solutions presented by Salix represent a major cost saving over traditional hard revetments. Our Health & Safety risk assessment set maximum water levels and monitoring levels were installed at key working areas to determine safe working conditions.

A dive team were employed to assist the installation of a concrete plinth, supported on 12 “H” piles, to straddle the high pressure gas pipeline. A blockstone retaining wall was installed above the straddled pipe 2.5m below the river level to 1m above average river level and above this a graded bank was created protected with Salix’s Rock Roll Mattresses.

Works were not helped by the wettest recorded year in English history and amazingly there were five out of the six largest flood events in recent history whilst we were on site!

Value: £740,000

Contract: Sub Contractor, Design & Build Contract