Abstract: Three forms of the hydraulic Escoffier curve relating the cross-sectional area of a tidal inlet to it’s connecting channel velocity are discussed along with assumptions and simplifications. Examples are provided of the ...

Abstract: An analytical solution for the evolution of the planform for a beach fill with tapered ends is presented, and solution charts are given for two cases of taper‐section length to straight fill‐section length. An analytical ...

Abstract: Guidance regarding equilibrium beach profiles has been well established, although limited knowledge exists regarding the spatial and temporal variability of the equilibrium beach profile parameter for engineering usage, ...

Abstract: Periodic wave run-up data on smooth structure slopes is reanalyzed in a unified format that allows maximum relative run-up to be estimated for coastal structures with slopes ranging from mild to steep. A method to predict ...

Abstract: A methodology for simulating nonstationary non‐Gaussian water levels on the Great Lakes is presented for use in providing input scenarios for erosion modeling on the Great Lakes. The methodology utilizes a low‐pass filtering ...

Abstract: This note describes a simplified method for estimating the flow rate and flow velocity through the gaps of permeable offshore segmented breakwaters caused by wave overtopping. The method incorporates previous two-dimensional ...