SEDIMENT DYNAMICS AFTER DAM REMOVAL: INVESTIGATING SHIELDS PARAMETER AND CHANNEL EQUILIBRIUM ON BULL RUN RIVER, VERMONT
We calculated Shields parameter (τ*) at 24 cross-sections from field-surveys of channel dimensions, slope, and sediment grain-size in 2021 and 2022. Previous work suggests that alluvial rivers are stable when Shields parameter is between 0.02< τ* <0.1. We found that 4 of 6 cross-sections downstream of the dam showed 0.02< τ* <0.1, suggesting the channel is not stable. In the former reservoir, 2 of 5 cross-section showed 0.02< τ* <0.1, suggesting an unstable channel. In addition, the Dog River showed 4 of 5 cross-sections had 0.02< τ* <0.1, suggesting the dam removal is not presently affecting the larger downstream waterways. The effects of the 2023 flood are yet to be determined. This project advances the strategy of using Shields parameter to assess channel stability after disturbances—either natural or human-caused. Furthermore, this project adds to understanding the timing and geographic extent of channel adjustments following dam removals, showing that immediate downstream channel adjustments may occur for several years, but larger receiving waters may show little effect.