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- W2091697593 abstract "Abstract Earthen levees are designed for little wave overtopping during a design storm, but excessive overtopping and overflow can occur due to the combined effects of an extreme storm, sea level rise, and land subsidence. The transition from little wave overtopping to excessive wave overtopping and overflow on an impermeable smooth levee is examined in wave-flume experiments consisting of 107 tests. Existing empirical formulas are shown to be applicable to the cases of excessive wave overtopping and overflow in these tests. A numerical model based on time-averaged continuity, momentum, and wave action equations is connected to a new probabilistic model for the wet-and-dry zone, in order to predict the cross-shore variations of the mean and standard deviation of the free surface elevation and depth-averaged fluid velocity from outside the surf zone to the inner slope of the levee. The new model is calibrated to predict the measured overtopping and overflow rates within a factor of about two. The agreement..." @default.
- W2091697593 created "2016-06-24" @default.
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- W2091697593 date "2010-09-01" @default.
- W2091697593 modified "2023-09-25" @default.
- W2091697593 title "Wave Overtopping of Levees and Overwash of Dunes" @default.
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- W2091697593 doi "https://doi.org/10.2112/jcoastres-d-09-00034.1" @default.
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