Beyond the scale of a few meters, fracture traces as viewed on aerial photo
graphs represent fracture zones. Thus for bulk fractured rock permeability,
the hydraulic properties of fracture zones are important. Here, observatio
ns on joint zones in sandstones from western Norway are used to build a qua
ntitative model relating joint zone length and effective hydraulic conducti
vity. Using simple rules for hydraulic conductors in series and parallel ap
plied to joint zone geometry, the 'effective' hydraulic aperture (the apert
ure of a single parallel-walled channel that conducts the same flow) is est
imated for 72 joint zones of known length. A power law relation between tra
ce length, l, and effective hydraulic aperture, b(e), with an effective exp
onent of around 0.27 is found which may extend to kin scales. This exponent
contrasts with values of 0.5 to 2.0 reported for veins.