Contrast of the model structures in the different situations
Process . | Situation of a real experiment . | Situation a . | Situation b . | Situation c . |
---|---|---|---|---|
PET | √ | √ | √ | √ (→)PET |
Interception | √ | √ | √ | √ |
Snow melt | √ | √ | √ | √ |
Soil temperature | √ | √ | √ | √ |
Infiltration | √ | √ | √ | √ |
Percolation | √ | ○ | √ | √ |
Subsurface flow | √ | ○ | √ | √ |
Depression | √ | √ | √ | √ |
Sediment yield | ○ | ○ | √ | ○ |
Soil evaporation | √ | √ | √ | √ |
Ground water | √ | ○ | √ | √ |
Water balance | √ | √ | √ | √ |
Overland flow | √ | √ | √ | √ |
Channel flow | √ | √ | √ | √ |
Process . | Situation of a real experiment . | Situation a . | Situation b . | Situation c . |
---|---|---|---|---|
PET | √ | √ | √ | √ (→)PET |
Interception | √ | √ | √ | √ |
Snow melt | √ | √ | √ | √ |
Soil temperature | √ | √ | √ | √ |
Infiltration | √ | √ | √ | √ |
Percolation | √ | ○ | √ | √ |
Subsurface flow | √ | ○ | √ | √ |
Depression | √ | √ | √ | √ |
Sediment yield | ○ | ○ | √ | ○ |
Soil evaporation | √ | √ | √ | √ |
Ground water | √ | ○ | √ | √ |
Water balance | √ | √ | √ | √ |
Overland flow | √ | √ | √ | √ |
Channel flow | √ | √ | √ | √ |
√: the corresponding process is selected.
○: the corresponding process is unselected.
(→)PET: the Priestley–Taylor algorithm rather than the Hargreaves algorithm is selected for the PET process simulation.