Zurich flood protection: alluvial wood screen on the Sihl

A flood in the Sihl can cause serious damage in Zurich, especially if the river carries a lot of driftwood. An unusual structure can therefore now be admired in the Sihl: an alluvial wood screen made of 67 rods up to 4.5 meters high, arranged in a right-hand bend parallel to the direction of flow.

In order to improve flood protection for the city of Zurich, an alluvial wood retention structure was planned and built at the Rütiboden site, 15 km upstream of Zurich. The structure, which is designed to retain up to 12,000m3 of driftwood, is a retention structure located on the outside of the bend in the tributary with a retention efficiency of around 95%. The driftwood retention is designed in such a way that the driftwood is only transported into the retention area via a weir sill on the outside of the bend during a 20 to 30-year flood event and is finally retained by a parallel screen. This process is primarily controlled by the secondary flows in the bend as well as the geometry of the new foreland and the height of the weir sill.

The advantages: The advantages: The main stream is hardly dammed up during a flood event and can continue to transport bed-load away. The selected trash rack height guarantees that even in the event of an overload with a heavily installed trash rack, any alluvial sediment is not washed away.

The uncontrolled alluvial wood retention in the tributary is the first of its kind in Switzerland and is the result of extensive option studies and model tests.

Our services

  • Investigation of variants at preliminary project level and supervision of hydraulic model tests at the Laboratory of Hydraulic Engineering, Hydrology and Glaciology at ETH Zurich to optimize the best variant
  • Concept design, invitation to tender and construction including site supervision
  • Revitalization measures, design and ecological enhancement
  • Project management incl. hydraulics design of all relevant structures such as weir sill, bed sill, bank block set, cross bar, artificial revetment
  • Design of raked foundations as strip foundations with 15 m long micropiles due to poor rock conditions

Client

Canton of Zurich, AWEL

Industry

Confederation / cantons

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