A study of sedimentation problems in the lower reaches of the river Österdalälven
Abstract: The river Österdalälven deposits large amounts of sediment when it passes through the city of Mora. The sediment deposition risks clogging the inlet to the lake Siljan, hampers navigation, and creates a risk of the river forming new channels. This study has addressed the problem by creating a numerical 2D depth-averaged combined hydrodynamic and sediment transport model of the reach. The study focused on the mechanisms behind the sedimentation and erosion patterns. River training structures in the form of groynes were added to the model to investigate whether mitigation of the problem by physical structures was possible. Because of the lack of field data, some of the flow and sediment transport parameters had to be estimated. Sensitivity analyses were performed to analyse the model’s response to the choice of boundary conditions, input parameters, and auxiliary models. The study concluded that erosion occurs in areas where the shear stress or flow velocity is high and sedimentation in areas with flow circulation and lower flow velocity. The sediment yield at the problem area, i.e. at the mouth in Siljan was flow-dependent and increased with larger flow discharges. The yearly sediment yield was low compared to stations downstream. The model was sensitive to the choice of boundary conditions, Manning’s roughness coefficient, and sediment transport mode and transport capacity formula. The main conclusion was that it is crucial to collect the relevant field data to obtain more reliable result for further studies. It was further concluded that physical structures in the form of groynes could decrease the amount of sediment that deposits at the mouth of Österdalälven in Siljan. The study has shown that it is possible to create a working numerical river model based on the physical understanding of the flow despite the lack of field data.
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