Table 5 Measured and simulated fine sediment fractions (FSFs) of the surface (top 0.08 m) and subsurface (0.08–0.68 m) layers from before (\(t_0\)) and after (\(t_1\)) the artificial flood event. The average values of the numerical model at \(t_0\) corresponded to the measured averages at \(t_0\).
From: Hydro-morphodynamic numerical modeling indicates risk zones for riverbed clogging
Location | Measured FSF \(t_0\) (–) | Measured FSF \(t_1\) (–) | Modeled FSF \(t_1\) (–) (layer average) | Modeled FSF \(t_1\) (–) (surface layer) | Modeled FSF \(t_1\) (–) (subsurface layer) |
|---|---|---|---|---|---|
log A US | 29.8 | 22 | 19.5 | 1 | 22 |
log A DS | 34.5 | 30.2 | 20.4 | 1 | 23 |
log B US | 13.7 | 13.8 | 21.05 | 29 | 20 |
log B DS | 16.6 | 18.1 | 31.5 | 50 | 29 |
