diff options
Diffstat (limited to 'man/PEC_sw_exposit_runoff.Rd')
| -rw-r--r-- | man/PEC_sw_exposit_runoff.Rd | 14 |
1 files changed, 9 insertions, 5 deletions
diff --git a/man/PEC_sw_exposit_runoff.Rd b/man/PEC_sw_exposit_runoff.Rd index fca5553..393ed29 100644 --- a/man/PEC_sw_exposit_runoff.Rd +++ b/man/PEC_sw_exposit_runoff.Rd @@ -1,5 +1,5 @@ % Generated by roxygen2: do not edit by hand -% Please edit documentation in R/PEC_sw_exposit_runoff.R +% Please edit documentation in R/PEC_sw_exposit.R \name{PEC_sw_exposit_runoff} \alias{PEC_sw_exposit_runoff} \title{Calculate PEC surface water due to runoff and erosion as in Exposit 3} @@ -12,11 +12,11 @@ PEC_sw_exposit_runoff( rate, interception = 0, Koc, - DT50 = Inf, - t_runoff = 3, + DT50 = set_units(Inf, "d"), + t_runoff = set_units(3, "days"), exposit_reduction_version = c("3.02", "3.01a", "3.01a2", "2.0"), - V_ditch = 30, - V_event = 100, + V_ditch = set_units(30, "m3"), + V_event = set_units(100, "m3"), dilution = 2 ) } @@ -56,6 +56,10 @@ for the different distances. If the rate was given in g/ha, the PECsw are in mic This is a reimplementation of the calculation described in the Exposit 3.02 spreadsheet file, in the worksheet "Konzept Runoff". } +\details{ +It is recommened to specify the arguments \code{rate}, \code{Koc}, \code{DT50}, \code{t_runoff}, \code{V_ditch} and \code{V_event} +using \link[units:units]{units::units} from the \code{units} package. +} \examples{ PEC_sw_exposit_runoff(500, Koc = 150) PEC_sw_exposit_runoff(600, Koc = 10000, DT50 = 195, exposit = "3.01a") |