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Fig. 15
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Réseaux d’écoulement totalement dissymétriques en raison de l’anisotropie hydraulique (1,6 k–0,17 k) à la base du barrage-voûte de Grand-Maison, site aval (Doc. Louis, 1974).
Asymmetrical potential lines at level 1475 m due to the hydraulic anisotropy 1.6 k–0.17 k under the arch dam, downstream site (Doc. Louis, 1974).
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