Fig. 3
From: Hydro-morphodynamic numerical modeling indicates risk zones for riverbed clogging
The hydrograph of the artificial flood in \(\hbox {m}^3\)Â \(\hbox {s}^{-1}\) with suspended load in \(\hbox {kg}~\hbox {m}^{-3}\), and bedload in \(\hbox {kg}~\hbox {s}^{-1}\) influx.
