Table 1

Main parameters of the studied HPPs and FDPS.

    Crampagna Las Rives Las Mijeannes Guilhot
Mean discharge of the Ariège River m3.s−1 41.8 41.8 44.2 44.2
HPP          
Max turbine capacity (QHPP) m3.s−1 28 45 45 33
Intake width m 12 14 21.6 15
Intake water depth m 2.6 4.18 2.58 2.65
Fish protection rack          
Inclination ° 26 26 26 26
Bar spacing mm 20 20 20 20
Rack surface m2 71.2 117.5 127.2 90.8
Max approach velocity m.s−1 0.90 0.77 0.81 0.83
Max normal velocity m.s−1 0.39 0.38 0.35 0.35
Max tangential velocity m.s−1 0.81 0.69 0.73 0.75
Bypass          
Nb of entrances 3 3 3 3
Width of each entrance m 0.5 1 0.72 0.57
Min water depth in the entrance m 0.63 0.5 0.7 0.65
Total bypass discharge m3.s−1 0.84 1.35 1.35 0.99
Total bypass discharge / QHPP % 3 3 3 3

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