Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/2207
Title: Numerical model for runup and overtopping on riprap revetments
Authors: Coastal Engineering Research Center (U.S.)
Keywords: RBREAK2
Runup
Overtopping
Riprap revetments
Compound slopes
Offshore bars
Arbitrary geometry
Drainage systems
Publisher: Coastal Engineering Research Center (U.S.)
Engineer Research and Development Center (U.S.)
Series/Report no.: Coastal engineering technical note ; CETN-III-56.
Description: Technical note
General: Assessing the runup and overtopping potential of proposed or existing revetments is essential to design of the revetment or design of drainage systems behind the structure, or assessing flood and damage potential critical to an economic evaluation of the structure. Typically, runup and overtopping estimates are made based on physical models or empirical equations, either of which has limitations. Common prototype conditions such as compound slopes, offshore bars, or varying bottom roughness are particularly difficult for estimating runup and overtopping.
Rights: Approved for public release; distribution is unlimited.
URI: http://hdl.handle.net/11681/2207
Appears in Collections:Technical Note

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