Commit 88db83a4 authored by Delaigue Olivier's avatar Delaigue Olivier
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docs(Fortran): fix references

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......@@ -15,19 +15,20 @@
!------------------------------------------------------------------------------
! REFERENCES
! Riboust, P., Thirel, G., Le Moine, N. and Ribstein, P. (2019). Revisiting a
! simple degree-day model for integrating satellite data: implementation of
! SWE-SCA hystereses. Journal of Hydrology and Hydromechanics,
! 67, 1, 70–81, doi: 10.2478/johh-2018-0004.
! simple degree-day model for integrating satellite data: Implementation of
! SWE-SCA hystereses. Journal of Hydrology and Hydromechanics, 67(1), 70–81,
! doi: 10.2478/johh-2018-0004.
!
! Valéry, A., Andréassian, V. and Perrin, C. (2014). "As simple as possible but
! not simpler": what is useful in a temperature-based snow-accounting routine?
! Part 1 - Comparison of six snow accounting routines on 380 catchments,
! Journal of Hydrology, doi: 10.1016/j.jhydrol.2014.04.059.
! not simpler": What is useful in a temperature-based snow-accounting routine?
! Part 1 - Comparison of six snow accounting routines on 380 catchments.
! Journal of Hydrology, 517(0), 1166-1175, doi: 10.1016/j.jhydrol.2014.04.059.
!
! Valéry, A., Andréassian, V. and Perrin, C. (2014). "As simple as possible but
! not simpler": What is useful in a temperature-based snow-accounting routine?
! Part 2 - Sensitivity analysis of the Cemaneige snow accounting routine on
! 380 catchments, Journal of Hydrology, doi: 10.1016/j.jhydrol.2014.04.058.
! 380 catchments. Journal of Hydrology, 517(0), 1176-1187,
! doi: 10.1016/j.jhydrol.2014.04.058.!
!------------------------------------------------------------------------------
! Quick description of public procedures:
! 1. frun_cemaneige
......
......@@ -14,9 +14,9 @@
! Last modified: 25/11/2019
!------------------------------------------------------------------------------
! REFERENCES
! Mouelhi S. (2003). Vers une chaîne cohérente de modèles pluie-débit
! conceptuels globaux aux pas de temps pluriannuel, annuel, mensuel et
! journalier. PhD thesis (in French), ENGREF, Cemagref Antony, France.
! Mouelhi S. (2003). Vers une chaîne cohérente de modèles pluie-débit
! conceptuels globaux aux pas de temps pluriannuel, annuel, mensuel et
! journalier. PhD thesis (in French), ENGREF - Cemagref Antony, France.
!------------------------------------------------------------------------------
! Quick description of public procedures:
! 1. frun_gr1a
......@@ -27,7 +27,7 @@
SUBROUTINE frun_gr1a(LInputs,InputsPrecip,InputsPE,NParam,Param, &
NStates,StateStart,NOutputs,IndOutputs, &
Outputs,StateEnd)
! Subroutine that initializes GR1A, get its parameters, performs the call
! Subroutine that initializes GR1A, get its parameters, performs the call
! to the MOD_GR1A subroutine at each time step, and stores the final states
! Inputs
! LInputs ! Integer, length of input and output series
......@@ -39,7 +39,7 @@
! StateStart ! Vector of real, state variables used when the model run starts (none here)
! NOutputs ! Integer, number of output series
! IndOutputs ! Vector of integer, indices of output series
! Outputs
! Outputs
! Outputs ! Vector of real, output series
! StateEnd ! Vector of real, state variables at the end of the model run (none here)
......@@ -60,7 +60,7 @@
! out
doubleprecision, dimension(NStates), intent(out) :: StateEnd
doubleprecision, dimension(LInputs,NOutputs), intent(out) :: Outputs
!! locals
integer :: I,K
integer, parameter :: NMISC=3
......@@ -70,7 +70,7 @@
!--------------------------------------------------------------
! Initializations
!--------------------------------------------------------------
! parameter values
! Param(1) : PE adjustment factor [-]
......@@ -131,7 +131,7 @@
integer, parameter :: NMISC=3
integer, parameter :: NParam=1
doubleprecision :: tt ! speed-up
!! dummies
! in
doubleprecision, dimension(NParam), intent(in) :: Param
......@@ -139,7 +139,7 @@
! out
doubleprecision, dimension(NMISC), intent(out) :: MISC
doubleprecision, intent(out) :: Q
! Runoff
! speed-up
......
......@@ -16,7 +16,7 @@
! REFERENCES
! Mouelhi S. (2003). Vers une chaîne cohérente de modèles pluie-débit
! conceptuels globaux aux pas de temps pluriannuel, annuel, mensuel et
! journalier. PhD thesis (in French), ENGREF, Cemagref Antony, France.
! journalier. PhD thesis (in French), ENGREF - Cemagref Antony, France.
!
! Mouelhi, S., Michel, C., Perrin, C. and Andréassian, V. (2006). Stepwise
! development of a two-parameter monthly water balance model. Journal of
......
......@@ -14,9 +14,14 @@
! Last modified: 25/11/2019
!------------------------------------------------------------------------------
! REFERENCES
! Perrin, C., Michel, C. and Andréassian, V. (2003). Improvement of a
! parsimonious model for streamflow simulation. Journal of Hydrology,
! 279(1-4), 275-289, doi: 10.1016/S0022-1694(03)00225-7.
! Mathevet, T. (2005). Quels modèles pluie-débit globaux pour le pas de temps
! horaire ? Développement empirique et comparaison de modèles sur un large
! échantillon de bassins versants. PhD thesis (in French), ENGREF - Cemagref
! Antony, Paris, France.
!
! Le Moine, N. (2008). Le bassin versant de surface vu par le souterrain : une
! voie d'amélioration des performances et du réalisme des modèles pluie-débit ?
! PhD thesis (in French), UPMC - Cemagref Antony, Paris, France.
!------------------------------------------------------------------------------
! Quick description of public procedures:
! 1. frun_gr4h
......
......@@ -14,8 +14,8 @@
! Last modified: 25/11/2019
!------------------------------------------------------------------------------
! REFERENCES
! Perrin, C., Michel, C. and Andréassian, V. (2003). Improvement of a
! parsimonious model for streamflow simulation. Journal of Hydrology,
! Perrin, C., Michel, C. and Andréassian, V. (2003). Improvement of a
! parsimonious model for streamflow simulation. Journal of Hydrology,
! 279(1-4), 275-289, doi: 10.1016/S0022-1694(03)00225-7.
!------------------------------------------------------------------------------
! Quick description of public procedures:
......@@ -27,7 +27,7 @@
SUBROUTINE frun_gr4j(LInputs,InputsPrecip,InputsPE,NParam,Param, &
NStates,StateStart,NOutputs,IndOutputs, &
Outputs,StateEnd)
! Subroutine that initializes GR4J, get its parameters, performs the call
! Subroutine that initializes GR4J, get its parameters, performs the call
! to the MOD_GR4J subroutine at each time step, and stores the final states
! Inputs
! LInputs ! Integer, length of input and output series
......@@ -39,7 +39,7 @@
! StateStart ! Vector of real, state variables used when the model run starts (store levels [mm] and Unit Hydrograph (UH) storages [mm])
! NOutputs ! Integer, number of output series
! IndOutputs ! Vector of integer, indices of output series
! Outputs
! Outputs
! Outputs ! Vector of real, output series
! StateEnd ! Vector of real, state variables at the end of the model run (store levels [mm] and Unit Hydrograph (UH) storages [mm])
......@@ -60,7 +60,7 @@
! out
doubleprecision, dimension(NStates), intent(out) :: StateEnd
doubleprecision, dimension(LInputs,NOutputs), intent(out) :: Outputs
!! locals
integer :: I,K
integer, parameter :: NH=20,NMISC=30
......@@ -98,7 +98,7 @@
! computation of UH ordinates
OrdUH1 = 0.
OrdUH2 = 0.
D=2.5
CALL UH1(OrdUH1,Param(4),D)
CALL UH2(OrdUH2,Param(4),D)
......@@ -209,7 +209,7 @@
Sr = St(1)/A
ER=St(1)*(2.-Sr)*TWS/(1.+(1.-Sr)*TWS)
! ER=X(2)*(2.-X(2)/A)*tanHyp(WS)/(1.+(1.-X(2)/A)*tanHyp(WS))
! end speed-up
! end speed-up
AE=ER+P1
St(1)=St(1)-ER
PS=0.
......
......@@ -14,18 +14,13 @@
! Last modified: 26/11/2019
!------------------------------------------------------------------------------
! REFERENCES
! Ficchì, A., Perrin, C. and Andréassian, V. (2019). Hydrological modelling at
! multiple sub-daily time steps: model improvement via flux-matching, Journal
! of Hydrology, 575, 1308-1327, doi: 10.1016/j.jhydrol.2019.05.084.
!
! Le Moine, N. (2008). Le bassin versant de surface vu par le souterrain : une
! voie d'amélioration des performances et du réalisme des modèles
! pluie-débit ? PhD thesis (French), UPMC, Paris, France.
! Ficchi, A. (2017). An adaptive hydrological model for multiple time-steps:
! Diagnostics and improvements based on fluxes consistency. PhD thesis,
! UPMC - Irstea Antony, Paris, France.
!
! Pushpalatha, R., Perrin, C., Le Moine, N., Mathevet, T. and Andréassian, V.
! (2011). A downward structural sensitivity analysis of hydrological models to
! improve low-flow simulation. Journal of Hydrology, 411(1-2), 66-76,
! doi: 10.1016/j.jhydrol.2011.09.034.
! Ficchi, A., Perrin, C. and Andréassian, V. (2019). Hydrological modelling at
! multiple sub-daily time steps: model improvement via flux-matching. Journal
! of Hydrology, 575, 1308-1327, doi: 10.1016/j.jhydrol.2019.05.084.
!------------------------------------------------------------------------------
! Quick description of public procedures:
! 1. frun_gr5h
......
......@@ -15,8 +15,8 @@
!------------------------------------------------------------------------------
! REFERENCES
! Le Moine, N. (2008). Le bassin versant de surface vu par le souterrain : une
! voie d'amélioration des performances et du réalisme des modèles
! pluie-débit ? PhD thesis (French), UPMC, Paris, France.
! voie d'amélioration des performances et du réalisme des modèles pluie-débit ?
! PhD thesis (in French), UPMC - Cemagref Antony, Paris, France.
!
! Pushpalatha, R., Perrin, C., Le Moine, N., Mathevet, T. and Andréassian, V.
! (2011). A downward structural sensitivity analysis of hydrological models to
......
......@@ -16,7 +16,7 @@
! REFERENCES
! Pushpalatha, R., Perrin, C., Le Moine, N., Mathevet, T. and Andréassian, V.
! (2011). A downward structural sensitivity analysis of hydrological models to
! improve low-flow simulation. Journal of Hydrology, 411(1-2), 66-76.
! improve low-flow simulation. Journal of Hydrology, 411(1-2), 66-76,
! doi: 10.1016/j.jhydrol.2011.09.034.
!------------------------------------------------------------------------------
! Quick description of public procedures:
......
......@@ -16,9 +16,9 @@
! REFERENCES
! Oudin, L., Hervieu, F., Michel, C., Perrin, C., Andréassian, V.,
! Anctil, F. and Loumagne, C. (2005). Which potential evapotranspiration
! input for a rainfall-runoff model? Part 2 - Towards a simple and
! efficient PE model for rainfall-runoff modelling. Journal of Hydrology
! 303(1-4), 290-306.
! input for a lumped rainfall-runoff model? Part 2 - Towards a simple and
! efficient potential evapotranspiration model for rainfall-runoff modelling.
! Journal of Hydrology, 303(1-4), 290-306, doi: 10.1016/j.jhydrol.2004.08.026.
!------------------------------------------------------------------------------
! Quick description of public procedures:
! 1. frun_pe_oudin
......
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