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River Surface Velocity Measurement for Rapid Levee Breach Emergency Response Based on DFP-P-LK Algorithm
Zhao-Dong Xu1, Zhi-Wei Zhang2, Ying-Qing Guo2
1China-Pakistan Belt and Road Joint Laboratory on Smart Disaster Prevention of Major Infrastructures, Southeast University, Nanjing 210096, China.
Climate change increases levee breach risks. A new Dynamic Feature Point Pyramid Lucas-Kanade (DFP-P-LK) algorithm rapidly measures river surface velocities for effective flood emergency response, showing high reliability.
Area of Science:
- Environmental science
- Hydrology
- Remote sensing
Background:
- Climate change and extreme weather events heighten the risk of levee breaches and subsequent floods.
- Accurate river surface velocity measurement is vital for effective emergency response planning during levee breaches.
- Video image velocimetry offers a non-invasive, user-friendly, and cost-effective method for flow velocity assessment.
Purpose of the Study:
- To introduce a novel optical flow algorithm, Dynamic Feature Point Pyramid Lucas-Kanade (DFP-P-LK), for enhanced feature point extraction and tracking.
- To propose a river surface velocity measurement model utilizing the DFP-P-LK algorithm for rapid levee breach emergency response.
- To provide critical data support for emergency management by converting optical flow data into actual flow velocities.
Main Methods:
- Development and implementation of the Dynamic Feature Point Pyramid Lucas-Kanade (DFP-P-LK) optical flow algorithm with a dynamic feature point update fusion strategy.
- Feature point fusion detection and dynamic update mechanisms to ensure robust optical flow estimation.
- Integration of the DFP-P-LK algorithm into a river surface velocity measurement model, including an optical flow-velocity conversion component.
Main Results:
- The DFP-P-LK algorithm demonstrates enhanced robustness in optical flow estimation through dynamic feature point management.
- The proposed river surface velocity measurement model effectively converts optical flow motion to actual flow velocities.
- Experimental validation shows an average measurement error below 15% for velocities ranging from 0.43 m/s to 2.06 m/s.
Conclusions:
- The DFP-P-LK algorithm and the associated velocity measurement model provide a reliable and practical solution for rapid river surface velocity assessment.
- This approach offers significant value in supporting timely and informed decision-making during levee breach emergencies.
- The method's accuracy and reliability contribute to improved environmental monitoring and public safety strategies in flood-prone areas.
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