\item{verbose}{(optional) [boolean] boolean indicating if the function is run in verbose mode or not, default = \code{TRUE}}
\item{Qupstream}{(optional) [numerical matrix] time series of upstream flows (catchment average) [mm/time step or m3/time step, see details], required to create the SD model inputs. See details}
\item{Qupstream}{(optional) [numerical matrix] time series of upstream flows (catchment average), its unit is defined by the \code{QupstrUnit} parameter, required to create the SD model inputs. See details}
\item{LengthHydro}{(optional) [numeric] real giving the distance between the downstream outlet and each upstream inlet of the sub-catchment [km], required to create the SD model inputs . See details}
\item{BasinAreas}{(optional) [numeric] real giving the area of each upstream sub-catchment [km2] and the area of the downstream sub-catchment in the last item, required to create the SD model inputs . See details}
\item{QupstrUnit}{(optional) [character] unit of the flow in the argument \code{Qupstream}, available units are: "mm" for mm/time-step (default), "m3" for m3/time-step, "m3/s" and "l/s". See details}
\item{x}{[InputsModel] object of class InputsModel}
\item{i}{[integer] of the indices to subset a time series or [character] names of the elements to extract}
...
...
@@ -80,9 +82,11 @@ Users wanting to use \code{FUN_MOD} functions that are not included in
the package must create their own InputsModel object accordingly. \cr
Please note that if CemaNeige is used, and \code{ZInputs} is different than \code{HypsoData}, then precipitation and temperature are interpolated with the \code{DataAltiExtrapolation_Valery} function.
Users wanting to use a semi-distributed (SD) lag model should provide valid \code{Qupstream}, \code{LengthHydro}, and \code{BasinAreas} parameters. Each upstream sub-catchment is described by an upstream flow time series (one column in \code{Qupstream} matrix), a distance between the downstream outlet and the upstream inlet (one item in \code{LengthHydro}) and an area (one item in \code{BasinAreas}).
The order of the columns or of the items should be consistent for all these parameters. \code{BasinAreas} should contain one extra information (stored in the last item) which is the area of the downstream sub-catchment.
Upstream flows that are not related to a sub-catchment such as a release or withdraw spot are identified by an area equal to \code{NA} and an upstream flow expressed in m3/time step instead of mm/time step.
Users wanting to use a semi-distributed (SD) model should provide valid \code{Qupstream}, \code{LengthHydro}, and \code{BasinAreas} arguments. Each upstream sub-catchment is described by an upstream flow time series (one column in \code{Qupstream} matrix), a distance between the downstream outlet and the upstream inlet (one item in \code{LengthHydro}) and an area (one item in \code{BasinAreas}).
The order of the columns or of the items should be consistent for all these parameters.
\code{BasinAreas} should contain one extra information (stored in the last item) which is the area of the downstream sub-catchment.
Upstream flows that are not related to a sub-catchment such as release or withdraw spots are identified by an area equal to \code{NA}, and if \code{unit="mm"} the upstream flow must be expressed in m3/time step instead of mm/time step which is not possible in absence of a related area.
Please note that the use of SD model requires to use the \code{\link{RunModel}} function instead of \code{\link{RunModel_GR4J}} or the other \code{RunModel_*} functions.