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Nutrient load modelling during floods in intermittent rivers: An operational approach

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Academic year: 2021

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Figure

Fig. 1. The study catchments (a) overview (b) the Ve`ne catchment (c) the Salaison catchment and (d) the Pallas catchment
Fig. 2. Description of the  structure and equations of the D-PoL model.
Fig.  3.  The  virtual  catchment  used  for  the  sensitivity  analysis  of  the  D-PoL  model
Fig.  5.  Distribution  of  parameters  giving  an  objective  function greater  than  70  for  calibration  of  Dissolved  Inorganic  Nitrogen (DIN)  (a)  and  for  calibration  of  Dissolved phosphorus (DP)  (b)
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