Dye-tracer techniques are widely used to infer the character of subgla
cial drainage systems. Quantitative analysis of dye breakthrough curve
s focuses on the determination of tie water throughflow velocity (u),
the dispersion coefficient (D) and the dispersivity parameter (d = D/u
). Together, these parameters describe the rate of passage of tracer t
hrough the drainage system and the extent to which the dye cloud becom
es spread out during passage. They have been used to infer the nature
of now conditions within a drainage system and temporal changes in sys
tem morphology. Estimates of all three parameters, however, are depend
ent upon the sampling interval at which measurements of dye concentrat
ion to define breakthrough curves are made. For a given breakthrough c
urve, dispersion coefficient increases with the sampling interval, whi
le the throughflow velocity shows no systematic variation. As a result
, the dispersivity also lends to increase with the sampling interval.
Investigations of the sensitivity of parameter estimates to the sampli
ng interval reveal that reliable estimates call be obtained only if th
e sampling interval is less than 1/16 of the time from dye injection t
o peak dye concentration. As a general guide, we suggest that, ideally
, quantitative analyses of dye breakthrough curves should therefore be
conducted only when this criterion can be met.