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Experimental quantification of influencing parameters on free-flow flushing efficiency in reservoirs
Fahime Javadi1, Kourosh Qaderi2, Mohammad Mehdi Ahmadi2
1Department of Water Engineering, Shahid Bahonar University of Kerman, Kerman, Iran. Fahimejavadi@agr.uk.ac.ir.
Abstract:
Dam construction reduces flow velocity, causing sediment accumulation in reservoirs and shortening dam lifespan. Among various sediment management approaches, free-flow flushing is considered an effective strategy for improving sediment removal efficiency. Despite its potential, the influence of outlet shape on flushing efficiency (FE) remains insufficiently studied. This study investigates the effects of outlet shape, inflow discharge (Qin), and sediment level (hs) on FE through 48 large-scale flume experiments, involving four outlet shapes, three sediment levels, and four discharges. Results indicate that increasing the Froude number (Fr = 1.22-2.13) enhances FE by 5-11% in the optimal model. Higher sediment levels were directly associated with greater flushing volumes, with the most efficient model showing a 14% increase in FE at [Formula: see text]. Among the outlet geometries, the flat rectangular shape achieves the highest sediment removal volume. In contrast, the upright rectangular shape shows the lowest efficiency. Finally, the flat rectangular outlet shape characterized by a higher Froude number (Fr = 2.13), and maximum sediment level ([Formula: see text]) was the most efficient model. Statistical analysis resulted in a dimensionless equation to estimate sediment flushing volumes for the tested conditions. These findings emphasize the importance of outlet design in improving sediment management, supporting sustainable reservoir operation and reducing maintenance costs.
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