Difference between revisions of "cppdefs.h"
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=== MY25_MIXING === | === MY25_MIXING === | ||
Activate Mellor/ | Activate Mellor/Yamada Level-2.5 closure | ||
Wilkin: How do I make entries here for options already described under other headings, like: [[ N2S2_HORAVG ]] already described under GLS_MIXING? | Wilkin: How do I make entries here for options already described under other headings, like: [[ N2S2_HORAVG ]] already described under GLS_MIXING? | ||
=== [[GLS_MIXING]] === | === [[GLS_MIXING]] === | ||
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=== LMD_MIXING === | === LMD_MIXING === | ||
Activate Large/McWilliams/Doney interior closure | Activate Large/McWilliams/Doney interior closure | ||
== Sediment Transport Model Options == | |||
=== SEDIMENT === | |||
use to activate sediment transport model | |||
=== BEDLOAD_MPM === | |||
use to activate Meyer Peter Mueller bed load | |||
=== BEDLOAD_SOULSBY === | |||
use to activate Soulsby wave/current bed load | |||
=== RIVER_SEDIMENT === | |||
use to process river sediment point-sources | |||
=== SED_DENS === | |||
use to activate sediment to affect equation of state | |||
=== SED_MORPH === | |||
use to allow bottom model elevation to evolve | |||
=== SUSPLOAD === | |||
use to activate suspended load transport | |||
Revision as of 20:47, 24 April 2007
Vertical Mixing Turbulence Closure Options
BVF_MIXING
Activate Brunt-Vaisala frequency mixing
MY25_MIXING
Activate Mellor/Yamada Level-2.5 closure
Wilkin: How do I make entries here for options already described under other headings, like: N2S2_HORAVG already described under GLS_MIXING?
GLS_MIXING
Activate Generic Length-Scale mixing.
The following options modify the configuration of the Generic Length-Scale vertical turbulence closure:
CANUTO_A
CANUTO_B
CHARNOK
use Charnok surface roughness from wind stress
CRAIG_BANNER
use Craig and Banner wave breaking surface flux.
KANTHA_CLAYSON
use Kantha and Clayson stability function formulation
K_C2ADVECTION
use 2nd-order centered advection. The default advection is third-order upstream bias, G-Scheme.
K_C4ADVECTION
use 4th-order centered advection. The default advection is third-order upstream bias, G-Scheme.
N2S2_HORAVG
activate horizontal smoothing of buoyancy/shear
LMD_MIXING
Activate Large/McWilliams/Doney interior closure
Sediment Transport Model Options
SEDIMENT
use to activate sediment transport model
BEDLOAD_MPM
use to activate Meyer Peter Mueller bed load
BEDLOAD_SOULSBY
use to activate Soulsby wave/current bed load
RIVER_SEDIMENT
use to process river sediment point-sources
SED_DENS
use to activate sediment to affect equation of state
SED_MORPH
use to allow bottom model elevation to evolve
SUSPLOAD
use to activate suspended load transport
