6.9. jules_soil.nml
¶
This file sets the soil options and parameters. It contains one namelist called JULES_SOIL
.
6.9.1. JULES_SOIL
namelist members¶
-
JULES_SOIL::
sm_levels
¶ Type: integer Permitted: >= 1 Default: 4 Number of soil layers.
A value of 4 is often used, with soil layer depths that have been tuned using this.
Warning
If
ncpft
> 0,sm_levels >= 3
is required.
-
JULES_SOIL::
l_vg_soil
¶ Type: logical Default: F Switch for van Genuchten soil hydraulic model.
- TRUE
- Use van Genuchten model.
- FALSE
- Use Brooks and Corey model [1].
See also
References:
- Brooks, R.H. and A.T. Corey, 1964, Hydraulic properties of porous media. Colorado State University Hydrology Papers 3.
- van Genuchten, M.T., 1980, A Closed-form Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils. Soil Science Society of America Journal, 44:892-898.
-
JULES_SOIL::
l_dpsids_dsdz
¶ Type: logical Default: F Switch to calculate vertical gradient of soil suction with the assumption of linearity only for fractional saturation (consistent with the calculation of hydraulic conductivity).
-
JULES_SOIL::
l_soil_sat_down
¶ Type: logical Default: F Switch for dealing with supersaturated soil layers. If a soil layer becomes supersaturated, the water in excess of saturation will be put into the layer below or above according to this switch.
- TRUE
- Any excess is put into the layer below. Any excess from the bottom layer becomes subsurface runoff.
- FALSE
- Any excess is put into the layer above. Any excess from the top layer becomes surface runoff. This option was used in JULES2.0.
-
JULES_SOIL::
l_holdwater
¶ Type: logical Default: F This switch fixes a problem in soil hydrology, whereby if a layer goes supersaturated during the implicit calulation, the excess water is pushed out of the soil column (
l_holdwater = FALSE
) instead of into an adjacent layer (l_holdwater = TRUE
).- TRUE
- Supersaturated soil moisture from implicit calculation goes into an adjacent layer
(above or below depending on
l_soil_sat_down
). This option was added in JULES 5.1. - FALSE
- Supersaturated soil moisture from implicit calculation goes out of the base of the soil column.
-
JULES_SOIL::
soilhc_method
¶ Type: integer Permitted: 1, 2 or 3 Default: 1 Switch for soil thermal conductivity model.
- Use approach of Cox et al (1999), as in JULES2.0.This is likely to predict values of soil thermal conductivity that are too low (Dharssi et al, 2009).
- Use approach of Dharssi et al (2009), which was adapted from Johansen (1975) and described by Peters-Lidard et al. (1998).This is not recommended for organic soils.
- Use approach of Chadburn et al (2015).This is recommended when using organic soils, which can have a much lower saturated thermal conductivity than mineral soils.
See also
References:
- Chadburn et al (2015). An improved representation of physical permafrost dynamics in a global land-surface scheme. Geoscientific Model Development
- Dharssi et al (2009). New soil physical properties implemented in the Unified Model at PS18. Met Office Technical note 528
- Johansen (1975). Thermal conductivity of soils. PhD thesis. University of Trondheim, Norway
- Peters-Lidard et al (1998). The effect of soil thermal conductivity parameterisation on surface energy fluxes and temperatures. J. Atmos. Sci. 55:1209-1224
-
JULES_SOIL::
l_bedrock
¶ Type: logical Default: F Switch for using a thermal bedrock column beneath the soil column. The bedrock has no hydrological processes - diffusion of heat is the only process represented.
Properties of the bedrock can be set using
ns_deep
,hcapdeep
,hcondeep
anddzdeep
.- TRUE
- An additional bedrock column is used below the soil column.
- FALSE
- No effect.
See also
For full details see Chadburn et al. (2015)
Bedrock parameters (only used if l_bedrock
= TRUE)
-
JULES_SOIL::
ns_deep
¶ Type: integer Permitted: >= 1 Default: 100 The number of levels in the thermal-only bedrock.
-
JULES_SOIL::
hcapdeep
¶ Type: real Default: 2100000.0 The heat capacity of the bedrock (J K-1 m-3 ).
-
JULES_SOIL::
hcondeep
¶ Type: real Default: 8.6 The heat conductivity of the bedrock (W m-2 K-1 ).
-
JULES_SOIL::
dzdeep
¶ Type: real Default: 0.5 The thickness of the bedrock layers (m).
-
JULES_SOIL::
cs_min
¶ Type: real Default: 1.0e-6 Minimum allowed soil carbon (kg m-2).
-
JULES_SOIL::
zsmc
¶ Type: real Permitted: > 0 Default: 1.0 If a depth-averaged soil moisture diagnostic is requested, the average is calculated from the surface to this depth (m).
-
JULES_SOIL::
zst
¶ Type: real Permitted: > 0 Default: 1.0 The depth (0.0->zst) to which the soil temperature is averaged for use in the calculation of wetland methane emissions (m).
-
JULES_SOIL::
confrac
¶ Type: real Permitted: 0 <= confrac <= 1 Default: 0.3 The fraction of the gridbox assumed to be covered by convective precipitation.
-
JULES_SOIL::
dzsoil_io
¶ Type: real(sm_levels) Default: None The soil layer depths (m), starting with the uppermost layer.
Note that the soil layer depths (and hence the total soil depth) are constant across the domain.
It is recommended that JULES uses layer depths of 0.1, 0.25, 0.65 and 2.0m, giving a total depth of 3.0m, unless there is good reason not to.
-
JULES_SOIL::
dzsoil_elev
¶ Type: real Default: None Depth of the tiled solid-ice bedrock-type layer used underneath individual ice tiles if
l_elev_land_ice
is TRUE. Effectively this sets the amount of thermal buffering each tile has to heatfluxes penetrating through the snowpack
-
JULES_SOIL::
l_tile_soil
¶ Type: logical Default: False Switch to set the number of soil tiles to equal the number of surface tiles. Each soil tile has independent properties.
See also
l_broadcast_ancils
andl_broadcast_soilt
.
-
JULES_SOIL::
l_broadcast_ancils
¶ Type: logical Default: False Switch to allow non-soil tiled ancillary files to be broadcast to all soil tiles. Only active when
l_tile_soil
is True. When reading ancillaries from the dump file, usel_broadcast_soilt
instead.
Footnotes
[1] | In the JULES2.0 User Manual this was described as the ‘Clapp and Hornberger’ model and the JULES code still refers to ‘Clapp and Hornberger’ rather than ‘Brooks and Corey’. In fact there are important differences between these two hydraulic models (Toby Marthews, pers comm.). There has been confusion in the literature and in past documentation of MOSES/JULES, resulting in these differences often being ignored, but JULES uses the Brooks and Corey model. Hopefully this confusion will be removed from future releases. Reference: Clapp, R.B. and G.M.Hornberger, 1978, Empirical Equations for Some Soil Hydraulic Properties. Water Resources Research 14:601-604. |