Synthetic Design Hydrographs (SDHs) reliability is validated by comparing the peak discharges at different sta-tions along the 60 km long terminal stretch of the Dora Baltea River (Northern Italy) modelled according to fully 2D high resolution hydrodynamic approach. Historical and synthetic peak discharges at two downstream sta-tions have been compared in probability plots. The results show that the peak discharge distribution derived by routing the historical floods and the SDHs compare well. This suggests that SDHs construction procedure is reli-able and has statistical significance.

Flood Routing Analysis through Synthetic and Historical Hydrographs: a comparison / Mignosa, Paolo; Aureli, Francesca; Prost, Federico. - STAMPA. - 44:(2023), pp. 13-22.

Flood Routing Analysis through Synthetic and Historical Hydrographs: a comparison

Paolo Mignosa
;
Francesca Aureli;Federico Prost
2023-01-01

Abstract

Synthetic Design Hydrographs (SDHs) reliability is validated by comparing the peak discharges at different sta-tions along the 60 km long terminal stretch of the Dora Baltea River (Northern Italy) modelled according to fully 2D high resolution hydrodynamic approach. Historical and synthetic peak discharges at two downstream sta-tions have been compared in probability plots. The results show that the peak discharge distribution derived by routing the historical floods and the SDHs compare well. This suggests that SDHs construction procedure is reli-able and has statistical significance.
2023
978-88-97181-87-3
Flood Routing Analysis through Synthetic and Historical Hydrographs: a comparison / Mignosa, Paolo; Aureli, Francesca; Prost, Federico. - STAMPA. - 44:(2023), pp. 13-22.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11381/2949832
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