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Dorchies David authored
Refs #99
fc54de91
\encoding{UTF-8}
\name{RunModel_Lag}
\alias{RunModel_Lag}
\title{Run with the Lag model}
\description{
Function which performs a single run for the Lag model over the test period.
}
\usage{
RunModel_Lag(InputsModel, RunOptions, Param)
}
\arguments{
\item{InputsModel}{[object of class \emph{InputsModel}] created with SD model inputs, see \code{\link{CreateInputsModel}} for details. The object should also contain a key \emph{OutputsModel} of class \code{\link{CreateInputsModel}} coming from the simulation of the downstream subcatchment runoff.}
\item{RunOptions}{[object of class \emph{RunOptions}] see \code{\link{CreateRunOptions}} for details}
\item{Param}{[numeric] vector of 1 parameter
\tabular{ll}{
Lag \tab Mean flow velocity [m/s]
}}
}
\value{
[list] see \code{\link{RunModel_GR4J}} or \code{\link{RunModel_CemaNeigeGR4J}} for details.
The list value contains an extra item named \code{QsimDown} which is a copy of \code{InputsModel$OutputsModel$Qsim}, a numeric series of simulated discharge [mm/time step] related to the runoff contribution of the downstream sub-catchment.
}
\examples{
#####################################################################
## Simulation of a reservoir with a purpose of low-flow mitigation ##
#####################################################################
## Preparation of the InputsModel object
# loading package and catchment data
library(airGR)
data(L0123001)
# The reservoir withdraws 1 m3/s when it's possible considering the flow observed in the basin
Qupstream <- matrix(- unlist(lapply(BasinObs$Qls / 1000 - 1, function(x) {
min(1, max(0,x, na.rm = TRUE))
})), ncol = 1)
# Except between July and September when the reservoir releases 3 m3/s for low-flow mitigation
month <- as.numeric(format(BasinObs$DatesR,"\%m"))
Qupstream[month >= 7 & month <= 9] <- 3
# Conversion in m3/day
Qupstream <- Qupstream * 86400
# The reservoir is not an upstream subcachment: its areas is NA
BasinAreas <- c(NA, BasinInfo$BasinArea)
# Delay time between the reservoir and the catchment outlet is 2 days and the distance is 150 km
LengthHydro <- 150000
InputsModel <- CreateInputsModel(FUN_MOD = RunModel_GR4J, DatesR = BasinObs$DatesR,
Precip = BasinObs$P, PotEvap = BasinObs$E,
Qupstream = Qupstream, LengthHydro = LengthHydro,
7172737475767778798081828384858687888990919293949596979899100101102103104105106107108109110111112
BasinAreas = BasinAreas)
## Simulation of the basin with the reservoir influence
# Run period selection
Ind_Run <- seq(which(format(BasinObs$DatesR, format = "\%Y-\%m-\%d")=="1990-01-01"),
which(format(BasinObs$DatesR, format = "\%Y-\%m-\%d")=="1999-12-31"))
# Creation of the RunOptions object
RunOptions <- CreateRunOptions(FUN_MOD = RunModel_GR4J,
InputsModel = InputsModel, IndPeriod_Run = Ind_Run)
# Simulation of the runoff of the catchment with a GR4J model
Param <- c(X1 = 257.238, X2 = 1.012, X3 = 88.235, X4 = 2.208)
OutputsModelDown <- RunModel_GR4J(InputsModel = InputsModel,
RunOptions = RunOptions, Param = Param)
# With a delay of 2 days for 150 km, the flow velocity is 75 km per day
Velocity <- (LengthHydro / 2) / 86400 # Conversion m/day -> m/s
# Add the output of the precipitation-runoff model in the InputsModel object
InputsModel$OutputsModel <- OutputsModelDown
# Run the lag model which routes precipitation-runoff model and upstream flows
OutputsModel <- RunModel_Lag(InputsModel = InputsModel,
RunOptions = RunOptions, Param = Velocity)
## Results preview of comparison between naturalised (observed) and influenced flow (simulated)
plot(OutputsModel, Qobs = OutputsModel$QsimDown)
}
\author{
Olivier Delaigue, David Dorchies, Guillaume Thirel
}
\seealso{
\code{\link{RunModel}}, \code{\link{CreateInputsModel}}, \code{\link{CreateRunOptions}}.
}