Description Usage Arguments Value Note References Examples
Extract baseflow from a daily streamflow record using the method described by Rutledge (1998).
1 |
date |
the date for each |
discharge |
the daily streamflow to be separated missing values are not permitted
within the time specified by |
da |
the drainage area of the basin in square miles. |
STAID |
the station identifier for the data. |
an object of class "baseflow" and inherits class "data.frame" of the selected data, a data frame of the baseflow information, and other information about the analysis.
The estimates from this routine will occasionally differ slightly from the original FORTRAN code from Rutledge (1998). It is expected that those small differences are due to rounding differences affecting comparison between numbers that differ by very small amounts. There are also differences in the initial baseflow estimates between this version and the original version. Those differences are due to slightly different initialization routines.
The estimate of baseflow from this routine is computed from a linear interpolation of the
Part1
and Part2
estimates rather than the curvilinear interpolation that was
proposed without detials in Rutledge (1998).
Rutledge, A.T., 1998, Computer programs for describing the recession of ground-water discharge and for estimating mean ground-water recharge and discharge from streamflow records—Update: U.S. geological Survey Water-Resources Investigations Report 98-4148. 43 p.
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