Three-Dimensional Numerical Simulation of the Flood-Wave Propagation at a Combining Open-Channel Junction

The present paper attempts to study the flood wave propagation at a right-angled combining open channel junction utilizing the three-dimensional (3D) transient Reynolds-averaged Navier-Stokes (RANS) equations. The present study advocates using the 3D model over the depth-averaged two-dimensional (2D) model by comparing simulations obtained from 3D and 2D models for steady flows. The 3D model is validated against the experimental results of the flood routing in a single reach channel, available in the literature. The flood wave at the channel inlet is generated by a half-cycle of the sinusoidal function. Three different cases (Cases 1, 2, and 3) are considered by applying the flood wave at the inlet of the main channel, tributary channel, and both the channels, respectively. The steady-state junction flow with equal discharge in both the upstream channels is considered as the initial condition for the flood wave simulations. The rising flood flow of the main channel offers huge flow blockage to the tributary channel flow in Case 1, while vice versa in Case 2. The blockage causes significant flow accumulation leading to the stage rise. In Case 2, the flow reversal occurs as the flow in the main channel is entirely blocked by the rising flood flow of the tributary channel. The interplay of the flow blockage by the main channel to the tributary channel and vice versa results in water accumulation and release, alternatively. The maximum stage rise occurs in Case 3 due to the combined effects of the rising flood wave and flow blockage, simultaneously.

Automated summary

This paper studies the flood wave propagation at a right-angled combining open channel junction using the three-dimensional transient Reynolds-averaged Navier-Stokes equations. The study compares simulations from 3D and 2D models and advocates the use of the 3D model. Different cases with flood waves applied at different locations in the channels are considered, leading to different stage rises. The maximum stage rise occurs when the flood wave is applied at both channels simultaneously.