2018
DOI: 10.1016/j.jhydrol.2018.04.041
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Modelling hydrologic and hydrodynamic processes in basins with large semi-arid wetlands

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Cited by 69 publications
(66 citation statements)
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“…The floodplain is treated as a simple storage model and the water level for a given time step is assumed to be constant along the entire unit-catchment. In addition, the model accounts for evaporation in floodplains and infiltration from flooded areas to the unsaturated soil (Fleischmann et al, 2018), thus feedbacks between hydrological 5 and hydrodynamic modules can be also represented (i.e., a two-way coupling approach). Further details on model water balance and flow routing equations are presented in Supplementary Material S1.…”
Section: Model Descriptionmentioning
confidence: 99%
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“…The floodplain is treated as a simple storage model and the water level for a given time step is assumed to be constant along the entire unit-catchment. In addition, the model accounts for evaporation in floodplains and infiltration from flooded areas to the unsaturated soil (Fleischmann et al, 2018), thus feedbacks between hydrological 5 and hydrodynamic modules can be also represented (i.e., a two-way coupling approach). Further details on model water balance and flow routing equations are presented in Supplementary Material S1.…”
Section: Model Descriptionmentioning
confidence: 99%
“…Infiltration from 10 floodplains to the soil column was considered and calibrated only for Pantanal region (Kinf = 10 mm day -1 ) since previous studies showed that vertical hydrological processes largely influence model results in this area (e.g., Paz et al, 2014). It is worth mentioning that model sensitivity to river geometry and infiltration parameters were previously assessed by and Fleischmann et al, (2018), respectively. 15 (Table 1) As a result of the calibration procedure, several model parameter sets were manually adjusted and can be summarized into (800-6000) h.…”
Section: Model Adjustmentmentioning
confidence: 99%
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