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The project involved renovation work on the internal lining of the penstocks upstream of the head gates, as well as mechanical work.
Internal diameter: 1900 mm downstream of the head-gate structure; Nominal thicknesses: 8 mm to 12 mm; Length: CF1 = 480 lm CF2 = 500 lm from M25 to M21; Slope: 45° maximum; Elevation difference: 152 m
Presence of asbestos; Structural reinforcement of the steel using carbon fibre; Water ingress through the steel.
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