Salix were brought in to help with a sensitive erosion problem on a reservoir spillway in North London.
The reservoir, which has a crest length of around 2,670 m is impounded behind an earth fill embankment dam which has a puddle clay core at its centre.
Over much of the inner embankment face, the inner face is initially grassed and slopes at around 1v on 4h between the dam crest and the coping to the curved concrete wave wall. Below the concrete wave wall the embankment face slopes at around 1v 4h and is protected by a combination of concrete slabbing and concrete slabbing overlain with Open Stone Asphalt.
Embankment protection was required together with crest road enhancement.
Along the western side of the reservoir over 700m of the internal face of the embankment is unprotected and was suffering from wind wave erosion along its length.
The erosion had formed a noticeable notch at around top water level with a series of inlets and shallow beaches in a number of locations.
The solution chosen was to reprofile the inner face along this length of the embankment and then protect the surface by the placement of ready filled Rock Mattresses with Vmax C350 installed above.