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Creation of a 200 m bypass river divided into 20 pools, each 6 m long (average slope of 2.7 %), with a gross head of 5.70 m.
Earthworks for the pools by cut-and-fill operations; geomembrane system for watertightness; covering of the bottoms with blocks and seeding of the banks.
Difficult access; flood-prone area; landscape integration.
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