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首页> 外文期刊>Proceedings of the Institution of Civil Engineers >Multi-lens pier scour monitoring and scour depth prediction
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Multi-lens pier scour monitoring and scour depth prediction

机译:多镜头码头冲刷监控和冲刷深度预测

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摘要

Severe pier scour is usually the major cause of bridge failures. It is therefore crucial to develop various scour monitoring techniques and prediction models for real-time warning of bridge safety. In the present study, a multi-lens monitoring system for pier scour under laboratory conditions has been developed. By utilising a plurality of lenses, this system is capable of tracking scour images and obtaining real-time scour-depth variation through a series of image recognition processes. Laboratory experiments under unsteady flow conditions were carried out to validate the proposed monitoring method. Then, three time-dependent scour prediction models were employed for simulation and comparison with the measured data. In order to improve the scour prediction results, with the realtime scour monitoring data, a data assimilation scheme is proposed and applied to the scour model under clear-water scour conditions. The result shows that the accuracy of scour prediction for a lead time of 3 h can be improved significantly.
机译:严重的码头冲刷通常是造成桥梁故障的主要原因。因此,开发各种冲刷监测技术和预测模型以实时预警桥梁安全至关重要。在本研究中,已经开发了在实验室条件下用于码头冲刷的多镜头监控系统。通过利用多个透镜,该系统能够跟踪冲刷图像并通过一系列图像识别过程获得实时的冲刷深度变化。在不稳定流动条件下进行了实验室实验,以验证所提出的监测方法。然后,使用三个时间相关的冲刷预测模型进行仿真并与实测数据进行比较。为了提高冲刷预测结果,利用实时冲刷监测数据,提出了一种数据同化方案,并将其应用于清水冲刷条件下的冲刷模型。结果表明,可以显着提高3 h提前期的冲刷预测准确性。

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