Fig. 8
From: Hydro-morphodynamic numerical modeling indicates risk zones for riverbed clogging
The suspended sediment concentration (SSC) in the water column (A)Â before, (B)Â during (halftime), and (C)Â at the end the artificial flood. Graphs (A) and (B) correspond to a peak discharge of 9.7Â \(\hbox {m}^3\)Â \(\hbox {s}^{-1}\). Graph (C) corresponds to baseflow conditions of 2Â \(\hbox {m}^3\)Â \(\hbox {s}^{-1}\).
