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Summary of LLID Breach Width Data.

Summary of LLID Breach Width Data.

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Conference Paper
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The most common mode of levee failure, breach due to overtopping, is generally considered as a function of a complex set of hydraulic and geotechnical factors. The US Army Corps of Engineers (USACE) actively tracks and compiles data related to such events across the United States within their portfolio of levee systems. Recent experience suggests t...

Context in source publication

Context 1
... example, if 30 events occur with a Breach Width of 250 feet, these 30 events are between 200 feet and 250 feet in length. Figure 6 shows a summary of the frequency of all overtopping event breach widths contained within the LLID dataset. Breach width data indicates a heavy grouping of collected measurements less than 400 feet, with individual breach widths greater than 400 feet being less common. ...


... The data set presented in this study is a subset of the Levee Loading and Incident Database (LLID), which consists of a collection of both quantitative and qualitative information that documents past performance of USACE levees under flood loading (Flynn et al. 2021). The database considers a wide range of flood risk management system components, including levees, floodwalls, pump stations and closure structures. ...
Full-text available
Breach due to overtopping is the most common failure mode of earthen levees. Historic records and future projections consistently show exacerbating patterns in the frequency and severity of floods in several regions, which can increase the probability of levee overtopping. The main objective of this study is twofold: (1) to present a comprehensive data set of levee overtopping events, and (2) to develop a data-driven model for determining the probability of levee breach due to overtopping that can support risk assessment. For this purpose, we first assessed available performance data to develop a refined data set of 185 riverine levee overtopping events within the portfolio of levee systems maintained by the US Army Corps of Engineers. The data set includes several geometric, geotechnical, and hydraulic variables for each overtopping incident. We then employed the data set along with logistic regression to develop, train and validate a model for calculating the probability of levee breach due to overtopping. Among several variables and functional forms examined, levee construction history, overtopping depth, overtopping duration, embankment erosion resistance, and duration of levee hydraulic loading prior to overtopping were found to be statistically significant, thus were included in the proposed model. The model was validated through k-fold cross validation and tested against a separate performance data set aside for validation purposes. The data set presented in this study can be used for identifying key factors controlling overtopping behavior, validation of model results, and providing new insight into the phenomenon of levee overtopping. The proposed model offers a practical yet robust tool for levee risk analysis that can be readily employed in practice.