The TELEMAC-MASCARET system  trunk
Functions/Subroutines
suspension_compute_cae.f File Reference

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Functions/Subroutines

subroutine suspension_compute_cae (TAUP, HN, DCLA, NPOIN, CHARR, XMVE, XMVS, VCE, GRAV, ZERO, ZREF, AC, CSTAEQ, QSC, ICQ, U2D, V2D, CSRATIO, DEBUG, RATIO_TOCE)
 

Function/Subroutine Documentation

◆ suspension_compute_cae()

subroutine suspension_compute_cae ( type (bief_obj), intent(in)  TAUP,
type (bief_obj), intent(in)  HN,
double precision, intent(in)  DCLA,
integer, intent(in)  NPOIN,
logical, intent(in)  CHARR,
double precision, intent(in)  XMVE,
double precision, intent(in)  XMVS,
double precision, intent(in)  VCE,
double precision, intent(in)  GRAV,
double precision, intent(in)  ZERO,
type (bief_obj), intent(in)  ZREF,
double precision, intent(in)  AC,
type (bief_obj), intent(inout)  CSTAEQ,
type (bief_obj), intent(in)  QSC,
integer, intent(in)  ICQ,
type (bief_obj), intent(in)  U2D,
type (bief_obj), intent(in)  V2D,
type (bief_obj), intent(in)  CSRATIO,
integer, intent(in)  DEBUG,
type (bief_obj), intent(inout)  RATIO_TOCE 
)
Parameters
[in]taupAC Critical shields parameter
[in]ACLADMMean diameter of active layer
[in]CHARRLogical, if bedload or not
[in,out]CSTAEQEquilibrium concentration
[in]CSRATIOEquilibrium concentration for soulby-van rijn eq.
[in]DEBUGFlag for debugging
[in]GRAVAcceleration of gravity
[in]HNWater depth
[in]ICQReference concentration formula
[in]NPOINNumber of points
[in]QSCBed load transport rate
[in,out]RATIO_TOCERatio between critical shear stress of pure sediment and mixed sediment in the same layer
[in]TAUPSkin friction
[in]VCEWater viscosity
[in]XMVEFluid density
[in]XMVSSediment density
[in]ZEROZero
[in]ZREFReference elevation
[in]hnAC Critical shields parameter
[in]ACLADMMean diameter of active layer
[in]CHARRLogical, if bedload or not
[in,out]CSTAEQEquilibrium concentration
[in]CSRATIOEquilibrium concentration for soulby-van rijn eq.
[in]DEBUGFlag for debugging
[in]GRAVAcceleration of gravity
[in]HNWater depth
[in]ICQReference concentration formula
[in]NPOINNumber of points
[in]QSCBed load transport rate
[in,out]RATIO_TOCERatio between critical shear stress of pure sediment and mixed sediment in the same layer
[in]TAUPSkin friction
[in]VCEWater viscosity
[in]XMVEFluid density
[in]XMVSSediment density
[in]ZEROZero
[in]ZREFReference elevation
[in]zrefAC Critical shields parameter
[in]ACLADMMean diameter of active layer
[in]CHARRLogical, if bedload or not
[in,out]CSTAEQEquilibrium concentration
[in]CSRATIOEquilibrium concentration for soulby-van rijn eq.
[in]DEBUGFlag for debugging
[in]GRAVAcceleration of gravity
[in]HNWater depth
[in]ICQReference concentration formula
[in]NPOINNumber of points
[in]QSCBed load transport rate
[in,out]RATIO_TOCERatio between critical shear stress of pure sediment and mixed sediment in the same layer
[in]TAUPSkin friction
[in]VCEWater viscosity
[in]XMVEFluid density
[in]XMVSSediment density
[in]ZEROZero
[in]ZREFReference elevation
[in]qscAC Critical shields parameter
[in]ACLADMMean diameter of active layer
[in]CHARRLogical, if bedload or not
[in,out]CSTAEQEquilibrium concentration
[in]CSRATIOEquilibrium concentration for soulby-van rijn eq.
[in]DEBUGFlag for debugging
[in]GRAVAcceleration of gravity
[in]HNWater depth
[in]ICQReference concentration formula
[in]NPOINNumber of points
[in]QSCBed load transport rate
[in,out]RATIO_TOCERatio between critical shear stress of pure sediment and mixed sediment in the same layer
[in]TAUPSkin friction
[in]VCEWater viscosity
[in]XMVEFluid density
[in]XMVSSediment density
[in]ZEROZero
[in]ZREFReference elevation

do

Definition at line 8 of file suspension_compute_cae.f.

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