Fig. 2

Distribution of SVG at 10 m3/s (A) and 80 m3/s (B). At lower discharges the attraction flow of the fishway has a more pronounced effect on SVG than under high discharge conditions
Distribution of SVG at 10 m3/s (A) and 80 m3/s (B). At lower discharges the attraction flow of the fishway has a more pronounced effect on SVG than under high discharge conditions