Bridge Scour Detection via Vibration Acceleration Analysis

Resolve Bottlenecks,
Find Innovative Solutions
Generate Solutions

Solution Overview

Problem

Current methods for detecting bridge foundation scour are inaccurate, costly, and not suitable for long-term dynamic monitoring, posing a significant risk to bridge safety and traffic operations.

Innovation Solution

A dynamic identification method that analyzes time-course data of bridge vibration acceleration to determine foundation scour depth, utilizing health monitoring data to establish a time-frequency probability distribution model and set control thresholds for early warning.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Measurement precision

If traditional inspection methods based on subjective experience are used to determine scour state, then the detection cost is low, but the measurement precision is poor

Engineering Contradiction:
Improvescour detection accuracyVSAvoidmonitoring system complexity
Core Design Contradiction:
Measurement precisionVSDevice complexity

Solution Approach 1:

The patent replaces traditional mechanical inspection methods with a health monitoring system that uses vibration acceleration data and signal processing (Fourier transform, time-frequency analysis) to detect scour conditions. This substitution of mechanical inspection with signal-based detection improves measurement precision while avoiding the complexity of physical measurement devices in harsh environments.

Inventive Principle:
Principle #28Mechanics substitution (Replace mechanical system)

Solution Approach 2:

The patent introduces vibration acceleration data as an intermediary parameter to indirectly detect scour conditions. Instead of directly measuring scour depth, the system monitors changes in bridge vibration characteristics that correlate with scour development, enabling accurate detection without direct contact with the scour environment.

Inventive Principle:
Principle #24Intermediary (Mediator)

2Measurement precision

If scour model experiments are conducted for super-large bridges, then the measurement precision can be improved, but the loss of time and material resources increases significantly

Engineering Contradiction:
Improvescour detection accuracyVSAvoidexperiment time
Core Design Contradiction:
Measurement precisionVSLoss of time

Solution Approach 1:

The patent implements continuous health monitoring that collects vibration acceleration data throughout the bridge's operation. This continuous data collection eliminates the need for time-consuming periodic experiments, as the system continuously tracks scour development in real-time conditions without interrupting bridge operations.

Inventive Principle:
Principle #20Continuity of useful action

Solution Approach 2:

The bridge structure itself serves as the sensing element through its natural vibration response to environmental excitations (wind, traffic, waves). The structure's own dynamic characteristics reveal scour information, eliminating the need for external experimental equipment and reducing time and resource requirements significantly.

Inventive Principle:
Principle #25Self-service

3Measurement precision

If underwater detection equipment such as sonar or TDR is used, then the measurement precision of scour depth can be improved, but the cost of single-time detection becomes high

Engineering Contradiction:
Improvescour depth measurement accuracyVSAvoiddetection cost
Core Design Contradiction:
Measurement precisionVSQuantity of substance

Solution Approach 1:

The patent uses bridge vibration acceleration data as an intermediary to infer scour depth, replacing expensive underwater detection equipment. The vibration-based indirect measurement achieves comparable precision to direct underwater measurement while dramatically reducing costs by using existing structural response data.

Inventive Principle:
Principle #24Intermediary (Mediator)

Solution Approach 2:

The patent creates a virtual model of scour conditions by analyzing the relationship between vibration characteristics and scour depth. This virtual copying of the physical scour state allows repeated detection at minimal cost without deploying expensive physical detection equipment multiple times.

Inventive Principle:
Principle #26Copying

4Reliability

If conventional detection methods are used, then the device complexity remains low, but the reliability of long-term dynamic monitoring is insufficient

Engineering Contradiction:
Improvelong-term monitoring reliabilityVSAvoidhealth monitoring system complexity
Core Design Contradiction:
ReliabilityVSDevice complexity

Solution Approach 1:

The patent implements continuous health monitoring that operates indefinitely without interruption, collecting vibration data throughout the bridge's service life. This continuous operation builds a reliable long-term record of scour development, enabling detection of gradual changes that intermittent conventional methods would miss.

Inventive Principle:
Principle #20Continuity of useful action

Solution Approach 2:

The system continuously compares current vibration characteristics with baseline data and historical trends, providing feedback on scour development. This feedback mechanism automatically adjusts monitoring parameters and triggers alerts when scour reaches critical levels, enhancing reliability through adaptive monitoring without requiring complex manual intervention systems.

Inventive Principle:
Principle #23Feedback

Applied Scientific Principles

This section explains which scientific principles are used to turn an abstract innovation direction into a practical engineering solution.

Function Achieved in This Case

This method enables wide applicability, low-cost, long-term dynamic scour monitoring, and early warning, improving the accuracy and efficiency of bridge foundation scour detection and reducing the risk of catastrophic failures.

Implementation Method 1

collecting the acceleration-time curve of each bridge foundation structure when each bridge foundation structure vibrates

Methodology Applied
Scientific EffectVibration: Vibration

Implementation Method 2

collecting the acceleration-time curve of each bridge foundation structure when vibrating: collecting the acceleration-time curve of each bridge foundation structure in a scour state by a health monitoring system

Methodology Applied
Scientific EffectAccelerometer: Accelerometer

Implementation Method 3

by Fourier transform on the acceleration-time curve in step 1, obtaining the frequency-time curve of the scour reference mode

Methodology Applied
Scientific EffectFourier transform:

Data Source

PatentUS12306034B2Dynamic identification method of bridge scour based on health monitoring data
Publication Date: 2025.05.20 SOUTHEAST UNIV
  • US12306034B2 patent drawing
  • US12306034B2 patent drawing
  • US12306034B2 patent drawing

AI summary

The present disclosure discloses a dynamic identification method of bridge scour based on health monitoring data, including: collecting an acceleration-time curve of a bridge foundation structure when vibrating: collecting the acceleration-time curve of each bridge foundation structure in a scour state by a health monitoring system when each bridge foundation structure vibrates; obtaining a warning control threshold of abnormal warning of a time-frequency change of a first-time scour bridge evaluation reference mode by calculation; identifying an abnormal segment in frequency segments of a scoured bridge to be identified; identifying an abnormal time-frequency sequence in the time-frequency abnormal segment: updating a warning control threshold of its own random fluctuation of time-frequency characteristics of a bridge scour reference mode after completing scour early warning of the abnormal sequence, so as to prepare for next anomaly identification and scour early warning. The present disclosure provides a method for dynamically identifying a foundation scour depth by performing dynamic characteristic analysis of a structural system, and the identification method can realize the technical features of long-term dynamic scour monitoring and early warning of underwater foundations.