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where S is bulk catchment storage, t is time, R t is rainfall input at time t , E is actual evapotranspiration,
and Q is discharge from the catchment. Under the assumption that Q can be specified as an arbitrary
function of S , then this can also be expressed in terms of the change of discharge through time as
dQ
dt
dQ
dS
dS
dt
dQ
dS
=
=
( R t
E t
Q t )
=
g ( Q ) ( R t
E t
Q t )
(4.2)
dQ
dS
The function g ( Q ) =
can then be defined by
dQ
dt
g ( Q )
=
(4.3)
( R t
E t
Q t )
It is then clear that this function is most easily determined from discharge information alone when
R<<Q and E<<Q , i.e. winter recession curves during dry periods (see also Brutsaert and Nieber,
1977; Lamb and Beven, 1997). Plots of d dt against Q during such periods should show the regularity of
this function in a particular catchment under different conditions. Figure 4.1 shows the Kirchner example
at Plynlimon in Wales.
Figure 4.1 Plots of the function g ( Q ) for the Severn and Wye catchments at Plynlimon: (a) and (b) time step
values of d dt against Q; (c) and (d) functions fitted to mean values for increments of Q (after Kirchner, 2009,
with kind permission of the American Geophysical Union).
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