Groundwater in fractured rocks: selected papers from the by Jiří Krásný; John Malcolm Sharp

By Jiří Krásný; John Malcolm Sharp

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1974) and presented in two official meetings, in Stockholm, in April 1974, and in Cagliari, in October 1974. The cooperation between the Faculty of Engineering of the University of Cagliari and the Royal Institute of Technology, Stockholm, continued into a second project financed by the Regional Government of Sardinia and the Swedish Board for Technical Development. The results of these investigations were the subject of the applied part of the International Seminar on Groundwater in Hard Rocks (Stockholm Cagliari, September 22–October 7 1977).

This volume). Sometimes only well yields are available. , this volume). Although the data may not be sufficient to estimate the exact hydraulic parameters, they might be sufficient to provide general models of regional permeability. Therefore, comparative or regional parameters, expressing permeability and transmissivity, were introduced by Jetel (1964) and Jetel and Krásny´ (1968). Assuming that permeabilities and transmissivities are log-normal distributions indexes of permeability Z and of transmissivity Y were defined.

Quartzite hydrogeological properties differ depending on their extension. If reduced in thickness and forming part of a hardrock sequence, their prevailing transmissivity is usually comparable with their surroundings. On the other hand, where extended and exposed to intensive fracturing, quartzite bodies, due to their rigid geomechanical properties, can form highly transmissive aquifer systems with intensive and deep (as indicated by elevated water temperatures) groundwater flow (Issar and Kotze, this volume; Tröger, this volume).

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