This is a hydrological multi-process model and not an urban hydraulic model and it addresses the landscape as well as the channel components of a catchment, and in addition to runoff components includes evaporation and transpiration losses as outputs.
includes evaporation due to solar radiation and transpiration by plants (Allen et al. 1998).
The model includes all stages of evaporation: initial heating and evaporation, quasi-equilibrium evaporation, crust formation and growth, boiling, and porous particle drying.
The model includes the processes of transpiration, evaporation and infiltration.
The physical model includes the effects of liquid evaporation and condensation inside the heat pipe.
The TE model includes two external inputs; surface water evaporation and advancement of wetting front length.
The HWDS model includes time varying rainfall, runoff, surface water evaporation, outflow and advancement of wetting front length as external inputs.
The model includes two chambers: a first divertor box, the evaporation chamber (EC), is open towards a second divertor box, the differential chamber (DC), which is in turn connected to the main plasma chamber (MC).
In the W15 V model, it is assumed that the moisture clog is not formulated due to moisture evaporation during preheating process, while the W15 model includes moisture clog zone.
