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Difference between revisions of "Module Basin"

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(Main Processes)
(Main Processes)
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The processes made in the Module Basin can be summarized as following:
 
The processes made in the Module Basin can be summarized as following:
  
 
+
* Entering data reading and basin Geometry construction
The scheme followed in the module Basin is the following:
+
* Atmospheric processes in order to obtain the water column from the precipitation
The module atmoshpere is called to obatin the water column from the pracipitation
+
*Call of module Porous media in order to obtain the infiltration rate
update the water column
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*Update of the water column
Porous media
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*Call of Module Runoff
Infiltration
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*The fluxes are directed to the river
update water column
 
Runoff
 
River
 
 
 
 
 
 
 
  
 
==Evapotranspiration==
 
==Evapotranspiration==

Revision as of 13:30, 9 March 2011

Overview

Module Basin is a connection among the different modules of Mohid-Land. Indeed it manages the entering data, namely the water column, that is updated after each call of each module. The final results of this module is the different water fluxes due to evapotranspiration, runoff and infiltration.

Main Processes

The processes made in the Module Basin can be summarized as following:

  • Entering data reading and basin Geometry construction
  • Atmospheric processes in order to obtain the water column from the precipitation
  • Call of module Porous media in order to obtain the infiltration rate
  • Update of the water column
  • Call of Module Runoff
  • The fluxes are directed to the river

Evapotranspiration

Some water may disappear from the soil because of the evaporation and transpiration processes, which become a sink in soil water profile. These two processes, currently named Evapotranspiration may be modeled using the Penmann Monteith equation.

 \overset{\text{Energy flux rate}}{\lambda_v E=\frac{\Delta R_n   +   \rho_a c_p  \left(  \delta q  \right) g_a }{\Delta  + \gamma \left (    1 + g_a / g_s    \right)}}~ \iff ~  \overset{\text{Volume flux rate}}{ET_o=\frac{\Delta R_n   +   \rho_a c_p  \left(  \delta q  \right) g_a } { \left(   \Delta  + \gamma \left (    1 + g_a / g_s    \right)    \right) \lambda_v }}

λv = Latent heat of vaporization. Energy required per unit mass of water vaporized. (J/g)
Lv = Volumetric latent heat of vaporization. Energy required per water volume vaporized. (Lv = 2453 MJ m-3)
E = Mass water evapotranspiration rate (g s-1 m-2)
ETo = Water volume evapotranspired (m3 s-1 m-2)
Δ = Rate of change of saturation specific humidity with air temperature. (Pa K-1)
Rn = Net irradiance (W m-2), the external source of energy flux
cp = Specific heat capacity of air (J kg-1 K-1)
ρa = dry air density (kg m-3)
δe = vapor pressure deficit, or specific humidity (Pa)
ga = Hydraulic conductivity of air, atmospheric conductance (m s-1)
gs = Conductivity of stoma, surface conductance (m s-1)
γ = Psychrometric constant (γ ≈ 66 Pa K-1)

Potential evapotranspiration is calcuçtaed made in module Basin. However, not all of the potential water that can be evaporated or transpirated will be in fact removed from the soil. The water that will really leave the soil through these processes is calculated in the Module PorousMedia.

Other Features

Outputs

References

Data File

Keywords

Sample