Effects of sediment grain size and channel slope on the stability of river bifurcations

Abstract

AbstractChannel bifurcations can be found in river network systems from high gradient gravel‐bed rivers to fine‐grained low gradient deltas. In these systems, bifurcations often evolve asymmetrically such that one downstream channel silts up and the other deepens and, in most cases, they eventually avulse. Past analytical and numerical studies showed that symmetric bifurcations are unstable in high and low Shields stress conditions resulting in asymmetric bifurcations and avulsion, while they can be stable in the mid‐Shields range, but this range is smaller for larger width‐to‐depth ratio. Here, using a one‐dimensional (1D) numerical model, we show that effects of sediment grain size and of channel slope are much larger than expected for low‐gradient systems when a sediment transport relation is used that separates between bedload and suspended load transport. We found that the range of Shields stress conditions with unstable symmetric bifurcations expanded for lower channel slopes and for finer sediment. In high sediment mobility, suspended load increasingly dominates the sediment transport, which increases the sediment transport nonlinearity and lowers the relative influence of the stabilizing transverse bedslope‐driven flux. Contrary to previous works, we found another stable symmetric solution in high Shields stress, but this only occurs in the systems with small width‐to‐depth ratio. This indicates that suspended load‐dominated bifurcations of lowland rivers are more likely to develop into highly asymmetric channels than previously thought. This explains the tendency of channel avulsion observed in many systems.