This study presents a detailed experimental investigation of wave impact loads generated by a 3D dam break flow over a dry horizontal bed. Three-dimensionality is induced by a rigid obstacle partially blocking the channel, tested in both symmetric and asymmetric configurations. Impact pressures have been measured at three transverse locations on a downstream vertical wall, and peak pressures, rise times, and pressure impulses have been statistically characterized based on repeated experiments until convergence is achieved. The results show that three-dimensional effects significantly modify the spatial distribution and intensity of impact pressures compared to classical 2D dam break cases. In the asymmetric configuration, the obstacle induces strong lateral redirection of the flow, leading to highly impulsive loads at unshielded locations and substantial pressure attenuation in shadowed regions. In contrast, the symmetric configuration produces more uniform pressure distributions with reduced peak values and weaker impulsive behavior. A probabilistic description of pressure peaks, rise times, and impulses is provided. The dataset offers new experimental benchmarks for the validation and calibration of numerical models aimed at predicting wave-induced structural loads in complex three-dimensional impact flows.
This study presents a detailed experimental investigation of wave impact loads generated by a 3D dam break flow over a dry horizontal bed. Three-dimensionality is induced by a rigid obstacle partially blocking the channel, tested in both symmetric and asymmetric configurations. Impact pressures have been measured at three transverse locations on a downstream vertical wall, and peak pressures, rise times, and pressure impulses have been statistically characterized based on repeated experiments until convergence is achieved. The results show that three-dimensional effects significantly modify the spatial distribution and intensity of impact pressures compared to classical 2D dam break cases. In the asymmetric configuration, the obstacle induces strong lateral redirection of the flow, leading to highly impulsive loads at unshielded locations and substantial pressure attenuation in shadowed regions. In contrast, the symmetric configuration produces more uniform pressure distributions with reduced peak values and weaker impulsive behavior. A probabilistic description of pressure peaks, rise times, and impulses is provided. The dataset offers new experimental benchmarks for the validation and calibration of numerical models aimed at predicting wave-induced structural loads in complex three-dimensional impact flows. Read More
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