Measures scour depth in bridge monitoring, suggesting a new real-time, cost-effective method.
Bridge scour remains a leading cause of bridge failure worldwide. Traditional monitoring methods, such as visual inspection and in-stream probes, are often costly, intrusive, and unsafe to operate during flood events. To address these limitations, a data-driven framework was developed to estimate scour depth in real time under both flood and non-flood conditions, using accelerometer data. Triaxial accelerometer and ultrasonic depth measurements were acquired from a bridge in Georgia, U.S., segmented into 10 s windows, and scaled by Z-Score normalization. A finite element model, calibrated to field modal characteristics, was used to generate 200,000 synthetic windows spanning scour depth from 3.4 to 6.4 ft. These were combined with field data and split into training, validation, and test sets in an 8:1:1 ratio. We benchmarked a baseline convolutional neural network (CNN) and a mixture of experts (MoE) architecture comprising a gating network and two specialized expert networks. Both models were trained with the Adam optimizer. The baseline CNN attained a test normalized root mean square error (NRMSE) of 29.65%, with 1.54M parameters and 8.2M FLOPs. The MoE model significantly outperformed it, reducing test NRMSE to 14.88%, while using only 772K effective parameters and 5.94M FLOPs. The gating network, which is essentially a classifier for distinguishing flood and non-flood conditions, achieved 96.55% classification accuracy, enabling regime-aware learning and faster convergence by recognizing varying hydraulic conditions. The MoE approach enable continuous, non-intrusive scour monitoring with standard accelerometers and support automated alerting, offering a scalable, cost-effective enhancement to bridge health monitoring systems.
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Deng et al. (2026) studied this question.
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