Abstract

Fully polarimetric Synthetic Aperture Radar (polSAR) data analysis has wide applications for terrain and ground cover classification. The dynamics of surface and subsurface water events can lead to slope instability resulting in slough slides on earthen levees. Early detection of these anomalies by a remote sensing approach could save time versus direct assessment. We used L-band Synthetic Aperture Radar (SAR) to screen levees for anomalies. SAR technology, due to its high spatial resolution and soil penetration capability, is a good choice for identifying problematic areas on earthen levees. Using the parameters entropy (H), anisotropy (A), alpha (α), and eigenvalues (λ, λ1, λ2, and λ3), we implemented several unsupervised classification algorithms for the identification of anomalies on the levee. The classification techniques applied are H/α, H/A, A/α, Wishart H/α, Wishart H/A/α, and H/α/λ classification algorithms. In this work, the effectiveness of the algorithms was demonstrated using quad-polarimetric L-band SAR imagery from the NASA Jet Propulsion Laboratory’s (JPL’s) Uninhabited Aerial Vehicle Synthetic Aperture Radar (UAVSAR). The study area is a section of the lower Mississippi River valley in the Southern USA, where earthen flood control levees are maintained by the US Army Corps of Engineers.

Highlights

  • Earthen levees protect large areas of populated and cultivated land in the United States from flooding

  • The classification is performed using the complex data of the Multi-Look Cross products (MLC) acquired by Uninhabited Aerial Vehicle Synthetic Aperture Radar (UAVSAR)

  • Polarimetric Synthetic Aperture Radar (PolSAR) data was used for classification of scattering mechanisms of a target, such as surface, double-bounce, or volume scattering [18]

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Summary

Introduction

Earthen levees protect large areas of populated and cultivated land in the United States from flooding. The potential loss of life and property associated with the catastrophic failure of levees can be extremely large. Over the entire US, there are more than 150,000 km of levee structures of varying designs and conditions. One type of problem along these levees, which can contribute to failure during a high water event, is the occurrence of slough slides [1]. Slough (or slump) slides are slope failures along a levee, which leave areas of the levee vulnerable to seepage and failure during high water events [2]. The type of vegetation that grows in a slide area differs from the surrounding levee vegetation, which can be used in detecting slides [3]

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