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Table 8

Contrast of the model structures in the different situations

ProcessSituation of a real experimentSituation aSituation bSituation 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 √ √ √ √ 
ProcessSituation of a real experimentSituation aSituation bSituation 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.

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