Coastal and riverine levees are prone to wave and steady-flow overtopping, which can result in breaching and consequential flooding of the hinterland. Full-scale field experiments on a levee are a sound approach to understanding of the underlying physical processes without suffering from scale effects, provided that accurate and valuable data can be collected. This paper outlines how close-range photogrammetry was applied to monitor a levee’s morphological evolution continuously and intermittently during wave overtopping. High-resolution spatial topographical models were obtained from which erosion rates could be quantified. Two camera setups-a system of multiple stationary synchronized cameras and a single mobile camera-were used for photo acquisition. The first configuration enabled reconstruction of the target zone as a dynamic scene and reduced photogrammetric analysis time through simultaneous processing of several frames [four-dimensional (4D) processing]. The second configuration applied the structure-from-motion (SfM) technique using multiple overlapping photographs to obtain three-dimensional (3D) elevation models at specific moments. Both approaches resulted in high-resolution digital elevation models (DEMs) with low mean absolute errors (MAEs) on the order of a few centimeters. Furthermore, photogrammetry proved to be highly flexible and could be applied to different types of levees with various cover layers, hydraulic loads, and meteorological conditions.
Ebrahimi, M., van Damme, M., van Hemert, H., & Soares Frazao, S. (2025). Close-Range Photogrammetry Application to Monitor Levee Erosion in Case of Wave Overtopping. Journal of Hydraulic Engineering (New York), 151(1), 1943-7900. https://doi.org/10.1061/jhend8.hyeng-13897 (Original work published 2025)