Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/2168
Title: Runup on composite rough slopes
Authors: Coastal Engineering Research Center (U.S.)
Keywords: Wave runup
Slopes
Crest elevations
Wave action
Seawalls
Revetments
Dam embankments
Publisher: Coastal Engineering Research Center (U.S.)
Engineer Research and Development Center (U.S.)
Series/Report no.: Coastal engineering technical note ; CETN-III-2.
Description: Technical note
Introduction: A method is presented for determining wave runup on composite slopes of different roughnesses. This method is one of successive approximations and involves replacement of the actual rough composite slope with a hypothetical single slope extended from the breaking depth and an estimated runup value. Design data on the height of runup are needed to determine crest elevations of protective structures subject to wave action such as seawalls, revetments, and dam embankments. These elevations are important from both functional and structural considerations.
URI: http://hdl.handle.net/11681/2168
Appears in Collections:Technical Note - Section III Coastal Structures

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