diff options
Diffstat (limited to 'man')
| -rw-r--r-- | man/PEC_soil.Rd | 3 | ||||
| -rw-r--r-- | man/PEC_sw_drainage_UK.Rd | 5 | ||||
| -rw-r--r-- | man/PEC_sw_exposit_drainage.Rd | 10 | ||||
| -rw-r--r-- | man/plot.one_box.Rd | 1 |
4 files changed, 13 insertions, 6 deletions
diff --git a/man/PEC_soil.Rd b/man/PEC_soil.Rd index 391e25b..ed4c3f3 100644 --- a/man/PEC_soil.Rd +++ b/man/PEC_soil.Rd @@ -84,7 +84,8 @@ as Kom here} \item{t_act}{Time series for actual concentrations} -\item{scenarios}{If this is 'default', the DT50 will be used without correction +\item{scenarios}{If this is 'default', a soil bulk density of 1.5 kg/L will +be used. The DT50 will be used without correction and soil properties as specified in the REACH guidance (R.16, Table R.16-9) are used for porewater PEC calculations. If this is "EFSA_2015", the DT50 is taken to be a modelling half-life at 20°C and pF2 (for when diff --git a/man/PEC_sw_drainage_UK.Rd b/man/PEC_sw_drainage_UK.Rd index f3d6169..6125c3c 100644 --- a/man/PEC_sw_drainage_UK.Rd +++ b/man/PEC_sw_drainage_UK.Rd @@ -35,10 +35,13 @@ The predicted concentration in surface water in µg/L } \description{ This implements the method specified in the UK data requirements handbook and was checked against the spreadsheet -published on the CRC website +published on the CRC website. Degradation before the start of the drainage period is taken into account if +\code{latest_application} is specified and the degradation parameters are given either as a \code{soil_DT50} or a \code{model}. } \examples{ PEC_sw_drainage_UK(150, Koc = 100) +PEC_sw_drainage_UK(60, interception = 0.5, Koc = 550, + latest_application = "01 July", soil_DT50 = 200) } \references{ HSE's Chemicals Regulation Division (CRD) Active substance diff --git a/man/PEC_sw_exposit_drainage.Rd b/man/PEC_sw_exposit_drainage.Rd index 2917f8a..f0c6160 100644 --- a/man/PEC_sw_exposit_drainage.Rd +++ b/man/PEC_sw_exposit_drainage.Rd @@ -13,10 +13,10 @@ PEC_sw_exposit_drainage( interception = 0, Koc = NA, mobility = c(NA, "low", "high"), - DT50 = Inf, - t_drainage = 3, - V_ditch = 30, - V_drainage = c(spring = 10, autumn = 100), + DT50 = set_units(Inf, "d"), + t_drainage = set_units(3, "days"), + V_ditch = set_units(30, "m3"), + V_drainage = set_units(c(spring = 10, autumn = 100), "m3"), dilution = 2 ) } @@ -58,6 +58,8 @@ calculations, between compounds with low mobility (group 1) and compounds with modest to high mobility (groups 2, 3 and 4). In this implementation, the group is derived only from the Koc, if not given explicitly. For details, see the discussion of the function arguments below. +It is recommened to specify the arguments \code{rate}, \code{Koc}, \code{DT50}, \code{t_drainage}, +\code{V_ditch} and \code{V_drainage} using \link[units:units]{units::units} from the \code{units} package. } \examples{ PEC_sw_exposit_drainage(500, Koc = 150) diff --git a/man/plot.one_box.Rd b/man/plot.one_box.Rd index 35e7bf7..443be99 100644 --- a/man/plot.one_box.Rd +++ b/man/plot.one_box.Rd @@ -47,6 +47,7 @@ m_2 <- mkinmod(parent = mkinsub("SFO", "m1"), m1 = mkinsub("SFO")) fit_2 <- mkinfit(m_2, FOCUS_2006_D, quiet = TRUE) pred_2 <- one_box(fit_2, ini = 1) pred_2_saw <- sawtooth(pred_2, 2, 7) +plot(pred_2_saw) plot(pred_2_saw, max_twa = 21, max_twa_var = "m1") } \seealso{ |