“…Hence, a single disturbance in a large braiding river could affect an entire reach, beyond the extent of individual engineering projects. The bar and branch dynamics of braided rivers have been studied by means of flume experiments (e.g., Fujita, 1989;Ashmore, 1991a), numerical modeling (e.g., Nicholas, 2013;Schuurman et al, 2013;Yang et al, 2014), and field observations (e.g., Bristow, 1987;Klaassen and Masselink, 1992;Klaassen et al, 1993;Ashworth et al, 2000;Best et al, 2003). However, in these studies, any artificial constraints and disturbances such as non-erodible (flume) walls, engineering works (Fig.…”